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1

Ray J. Corey- Biography  

Energy.gov (U.S. Department of Energy (DOE))

Ray Corey currently serves as the Assistance Manager for Safety and Environment at the DOE Richland Operations office (RL).

2

Monomial Principalization in the Singular Corey Harris  

E-Print Network (OSTI)

Monomial Principalization in the Singular Setting Corey Harris Florida State University January 15, 2014 #12;Regular Sequences Let R be a ring and a1, . . . , ad R. a1, . . . , ad is a regular sequence if (a1, . . . , ad) R is a proper ideal and the image of ai in R/(a1, . . . , ai-1) is a non

3

Butt Joint Tool Commissioning  

SciTech Connect

ITER Central Solenoid uses butt joints for connecting the pancakes in the CS module. The principles of the butt joining of the CICC were developed by the JAPT during CSMC project. The difference between the CSMC butt joint and the CS butt joint is that the CS butt joint is an in-line joint, while the CSMC is a double joint through a hairpin jumper. The CS butt joint has to carry the hoop load. The straight length of the joint is only 320 mm, and the vacuum chamber around the joint has to have a split in the clamp shell. These requirements are challenging. Fig.1 presents a CSMC joint, and Fig.2 shows a CS butt joint. The butt joint procedure was verified and demonstrated. The tool is capable of achieving all specified parameters. The vacuum in the end was a little higher than the target, which is not critical and readily correctable. We consider, tentatively that the procedure is established. Unexpectedly, we discover significant temperature nonuniformity in the joint cross section, which is not formally a violation of the specs, but is a point of concern. All testing parameters are recorded for QA purposes. We plan to modify the butt joining tool to improve its convenience of operation and provide all features necessary for production of butt joints by qualified personnel.

Martovetsky, N N

2007-12-06T23:59:59.000Z

4

Gordon Butte | Open Energy Information  

Open Energy Info (EERE)

Gordon Butte Gordon Butte Jump to: navigation, search Name Gordon Butte Facility Gordon Butte Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner Gordon Butte Wind LLC Developer Oversight Resources LLC Energy Purchaser Northwestern Energy Location Martinsdale MT Coordinates 46.41040464°, -110.3341484° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":46.41040464,"lon":-110.3341484,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

5

Dr. Corey Cohn | U.S. DOE Office of Science (SC)  

Office of Science (SC) Website

Corey Cohn Corey Cohn Deputy Director for Science Programs Deputy Director Home Mission & Functions Deputy Director Biography Organization Staff Presentations & Testimony Federal Advisory Committees Committees of Visitors Contact Information Deputy Director for Science Programs U.S. Department of Energy SC-2/Forrestal Building 1000 Independence Ave., SW Washington, DC 20585 P: (202) 586-5430 F: (202) 586-4120 E: sc.science@science.doe.gov U.S. Department of Energy SC-2/Germantown Building 1000 Independence Ave., SW Washington, DC 20585 P: (301) 903-5316 F: (301) 903-7780 E: sc.science@science.doe.gov Staff Dr. Corey Cohn Print Text Size: A A A RSS Feeds FeedbackShare Page Dr. Corey Cohn Dr. Corey Cohn Advisor for International Programs Office of the Deputy Director for Science Programs

6

Burley Butte | Open Energy Information  

Open Energy Info (EERE)

Butte Butte Jump to: navigation, search Name Burley Butte Facility Burley Butte Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner Exergy Developer Exergy Energy Purchaser Idaho Power Location Cassia County ID Coordinates 42.4644°, -113.895° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":42.4644,"lon":-113.895,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

7

Laser Stabilization for Quantum Computing with Trapped Barium ions Corey Adams  

E-Print Network (OSTI)

Laser Stabilization for Quantum Computing with Trapped Barium ions Corey Adams University of Rochester (Dated: November 11, 2009) ABSTRACT The goal of this project was to stabilize a laser cooling system used to trap and cool Ba+ ions used for quantum computation research. The lasers, at 650 and 985

Blinov, Boris

8

Development Wells At Glass Buttes Area (DOE GTP) | Open Energy...  

Open Energy Info (EERE)

Development Wells At Glass Buttes Area (DOE GTP) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Development Wells At Glass Buttes Area (DOE GTP)...

9

Pressure Temperature Log At Glass Buttes Area (DOE GTP) | Open...  

Open Energy Info (EERE)

Pressure Temperature Log At Glass Buttes Area (DOE GTP) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Pressure Temperature Log At Glass Buttes...

10

Cuttings Analysis At Glass Buttes Area (DOE GTP) | Open Energy...  

Open Energy Info (EERE)

Cuttings Analysis At Glass Buttes Area (DOE GTP) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Cuttings Analysis At Glass Buttes Area (DOE GTP)...

11

Horse Butte Wind Project | Open Energy Information  

Open Energy Info (EERE)

Horse Butte Wind Project Horse Butte Wind Project Jump to: navigation, search Name Horse Butte Wind Project Facility Horse Butte Wind Project Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner Horse Butte Wind 1 LLC Developer Utah Associated Municipal Power Systems Location Bonneville ID Coordinates 43.491689°, -111.789344° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":43.491689,"lon":-111.789344,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

12

Characterization of the FKBP,Rapamycin,FRB Ternary Laura A. Banaszynski, Corey W. Liu, and Thomas J. Wandless*,  

E-Print Network (OSTI)

.; Keith, C. T.; Lane, W. S.; Schreiber, S. L. Nature 1994, 369, 756-758. (10) Chiu, M. I.; Katz, HCharacterization of the FKBP,Rapamycin,FRB Ternary Complex Laura A. Banaszynski, Corey W. Liu

Wandless, Tom

13

Twin Buttes Wind Farm | Open Energy Information  

Open Energy Info (EERE)

Buttes Wind Farm Buttes Wind Farm Jump to: navigation, search Name Twin Buttes Wind Farm Facility Twin Buttes Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Developer PPM Energy Inc Energy Purchaser Xcel Energy Location Prowers County CO Coordinates 37.674215°, -102.639971° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":37.674215,"lon":-102.639971,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

14

Glass Buttes Geothermal Area | Open Energy Information  

Open Energy Info (EERE)

Glass Buttes Geothermal Area Glass Buttes Geothermal Area (Redirected from Glass Buttes Area) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Geothermal Resource Area: Glass Buttes Geothermal Area Contents 1 Area Overview 2 History and Infrastructure 3 Regulatory and Environmental Issues 4 Exploration History 5 Well Field Description 6 Geology of the Area 7 Geofluid Geochemistry 8 NEPA-Related Analyses (1) 9 Exploration Activities (14) 10 References Area Overview Geothermal Area Profile Location: Oregon Exploration Region: Cascades GEA Development Phase: 2008 USGS Resource Estimate Mean Reservoir Temp: Estimated Reservoir Volume: Mean Capacity: Click "Edit With Form" above to add content History and Infrastructure Operating Power Plants: 0 No geothermal plants listed. Add a new Operating Power Plant

15

Coffin Butte Biomass Facility | Open Energy Information  

Open Energy Info (EERE)

Coffin Butte Biomass Facility Coffin Butte Biomass Facility Jump to: navigation, search Name Coffin Butte Biomass Facility Facility Coffin Butte Sector Biomass Facility Type Landfill Gas Location Benton County, Oregon Coordinates 44.6281686°, -123.3873877° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":44.6281686,"lon":-123.3873877,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

16

Square Butte Electric Coop | Open Energy Information  

Open Energy Info (EERE)

Square Butte Electric Coop Square Butte Electric Coop Jump to: navigation, search Name Square Butte Electric Coop Place North Dakota Utility Id 17858 Utility Location Yes Ownership C NERC Location MRO NERC MRO Yes Operates Generating Plant Yes Activity Generation Yes Activity Transmission Yes References EIA Form EIA-861 Final Data File for 2010 - File1_a[1] LinkedIn Connections CrunchBase Profile No CrunchBase profile. Create one now! This article is a stub. You can help OpenEI by expanding it. Utility Rate Schedules Grid-background.png No rate schedules available. Average Rates No Rates Available References ↑ "EIA Form EIA-861 Final Data File for 2010 - File1_a" Retrieved from "http://en.openei.org/w/index.php?title=Square_Butte_Electric_Coop&oldid=411602"

17

Glass Buttes Geothermal Area | Open Energy Information  

Open Energy Info (EERE)

Glass Buttes Geothermal Area Glass Buttes Geothermal Area Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Geothermal Resource Area: Glass Buttes Geothermal Area Contents 1 Area Overview 2 History and Infrastructure 3 Regulatory and Environmental Issues 4 Exploration History 5 Well Field Description 6 Geology of the Area 7 Geofluid Geochemistry 8 NEPA-Related Analyses (1) 9 Exploration Activities (14) 10 References Area Overview Geothermal Area Profile Location: Oregon Exploration Region: Cascades GEA Development Phase: 2008 USGS Resource Estimate Mean Reservoir Temp: Estimated Reservoir Volume: Mean Capacity: Click "Edit With Form" above to add content History and Infrastructure Operating Power Plants: 0 No geothermal plants listed. Add a new Operating Power Plant Developing Power Projects: 0

18

Butte Electric Coop, Inc | Open Energy Information  

Open Energy Info (EERE)

Butte Electric Coop, Inc Butte Electric Coop, Inc Jump to: navigation, search Name Butte Electric Coop, Inc Place South Dakota Utility Id 2655 Utility Location Yes Ownership C NERC Location MRO NERC MRO Yes Activity Distribution Yes References EIA Form EIA-861 Final Data File for 2010 - File1_a[1] LinkedIn Connections CrunchBase Profile No CrunchBase profile. Create one now! This article is a stub. You can help OpenEI by expanding it. Utility Rate Schedules Grid-background.png Community Organization Commercial Irrigation pumping service Industrial Irrigation, Off Season (9pm-6pm) Commercial Large Commercial-3Phase Industrial Large Commercial-3Phase with Metered Heat Industrial Municipal Pumping Commercial Residential Residential Residential All-Electric Residential Residential All-Electric Metered Heat Residential

19

Mitchell Butte Geothermal Area | Open Energy Information  

Open Energy Info (EERE)

Mitchell Butte Geothermal Area Mitchell Butte Geothermal Area Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Geothermal Resource Area: Mitchell Butte Geothermal Area Contents 1 Area Overview 2 History and Infrastructure 3 Regulatory and Environmental Issues 4 Exploration History 5 Well Field Description 6 Geology of the Area 7 Geofluid Geochemistry 8 NEPA-Related Analyses (0) 9 Exploration Activities (0) 10 References Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"TERRAIN","zoom":6,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"500px","height":"300px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":43.763,"lon":-117.156,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

20

Microsoft Word - TeakeanButte_CX Memo  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Dave Tripp Dave Tripp Project Manager - TEP-CSB-1 Proposed Action: Teakean Butte Radio Station Upgrade Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B1.19 Microwave, meterological and radio towers; B1.24 Property transfers Location: Township 38 North, Range 1 East, Section 31, Clearwater County, Idaho Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA proposes to upgrade analog radio communication equipment with a new digital communication system at the Teakean Butte Radio Site located near Lewiston, Idaho. BPA would replace equipment including a tower, communication building, and propane tank to ensure communication reliability. Teakean Butte is used by several different entities to operate

Note: This page contains sample records for the topic "bridge corey butte" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


21

Delcer Butte Geothermal Project | Open Energy Information  

Open Energy Info (EERE)

Delcer Butte Geothermal Project Delcer Butte Geothermal Project Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Development Project: Delcer Butte Geothermal Project Project Location Information Coordinates 40.404444444444°, -115.05888888889° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":40.404444444444,"lon":-115.05888888889,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

22

Innovative Exploration Technologies Maui Hawaii & Glass Buttes, Oregon  

Energy.gov (U.S. Department of Energy (DOE))

Innovative Exploration Technologies Maui Hawii & Glass Buttes, Oregon presentation at the April 2013 peer review meeting held in Denver, Colorado.

23

Microsoft Word - RattlesnakeButte_CX.doc  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Dorie Welch Dorie Welch Project Manager - KEWM-4 Proposed Action: Rattlesnake Butte Property Funding. Fish and Wildlife Project No.: 2011-003-00, Contract # BPA-006468 Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B1.25 Real Property transfers for cultural protection, habitat preservation and wildlife management. Location: Monroe Quadrangle, in Lane County, Oregon (near Junction City, Oregon). Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA is proposing to fund the Nature Conservancy (the Conservancy) to acquire 47 acres of land adjacent to a 50-acre parcel to create a total 97-acre parcel that will be known as Rattlesnake Butte. The Conservancy will provide BPA a conservation easement over the entire 97-acre property that will prevent habitat conversion and

24

Static Temperature Survey At Glass Buttes Area (DOE GTP) | Open...  

Open Energy Info (EERE)

Static Temperature Survey At Glass Buttes Area (DOE GTP) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Static Temperature Survey At Glass...

25

Multispectral Imaging At Glass Buttes Area (DOE GTP) | Open Energy...  

Open Energy Info (EERE)

Retrieved from "http:en.openei.orgwindex.php?titleMultispectralImagingAtGlassButtesArea(DOEGTP)&oldid511008" Categories: Geothermal Exploration Activities DOE...

26

Compound and Elemental Analysis At Glass Buttes Area (DOE GTP...  

Open Energy Info (EERE)

Area (DOE GTP) Exploration Activity Details Location Glass Buttes Area Exploration Technique Compound and Elemental Analysis Activity Date Usefulness not indicated DOE-funding...

27

Aeromagnetic Survey At Glass Buttes Area (DOE GTP) | Open Energy...  

Open Energy Info (EERE)

(1 January 2011) GTP ARRA Spreadsheet Additional References Retrieved from "http:en.openei.orgwindex.php?titleAeromagneticSurveyAtGlassButtesArea(DOEGTP)&oldid402411...

28

Idaho Owyhee Lemhi Custer Valley Elmore Butte Blaine Cassia  

NLE Websites -- All DOE Office Websites (Extended Search)

Owyhee Lemhi Custer Valley Elmore Butte Blaine Cassia Boise Clark Bonner Ada Shoshone Bingham Caribou Clearwater Fremont Power Adams Latah Twin Falls Bonneville Lincoln Oneida...

29

Contestation of Place: Bear Butte and the Sturgis Motorcycle Rally.  

E-Print Network (OSTI)

??The sacred American Indian mountain of Bear Butte, South Dakota is a contested place under threat from the biker themed campgrounds that facilitate the Sturgis (more)

Stasiuk, Davie D.

2012-01-01T23:59:59.000Z

30

Flow Test At Glass Buttes Area (DOE GTP) | Open Energy Information  

Open Energy Info (EERE)

Flow Test At Glass Buttes Area (DOE GTP) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Flow Test At Glass Buttes Area (DOE GTP) Exploration...

31

Ground Gravity Survey At Glass Buttes Area (DOE GTP) | Open Energy...  

Open Energy Info (EERE)

Ground Gravity Survey At Glass Buttes Area (DOE GTP) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Ground Gravity Survey At Glass Buttes Area...

32

Field Mapping At Glass Buttes Area (DOE GTP) | Open Energy Information  

Open Energy Info (EERE)

Field Mapping At Glass Buttes Area (DOE GTP) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Field Mapping At Glass Buttes Area (DOE GTP)...

33

Slim Holes At Glass Buttes Area (DOE GTP) | Open Energy Information  

Open Energy Info (EERE)

navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Slim Holes At Glass Buttes Area (DOE GTP) Exploration Activity Details Location Glass Buttes Area...

34

Bridge permeameter  

DOE Patents (OSTI)

A system for single-phase, steady-state permeability measurements of porous rock utilizes a fluid bridge arrangement analogous to a Wheatstone bridge. The arms of the bridge contain the sample and calibrated flow resistors.

Graf, Darin C. (Edgewood, NM); Warpinski, Norman R. (Albuquerque, NM)

1996-01-01T23:59:59.000Z

35

Butte Springs Geothermal Area | Open Energy Information  

Open Energy Info (EERE)

Springs Geothermal Area Springs Geothermal Area Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Geothermal Resource Area: Butte Springs Geothermal Area Contents 1 Area Overview 2 History and Infrastructure 3 Regulatory and Environmental Issues 4 Exploration History 5 Well Field Description 6 Geology of the Area 7 Geofluid Geochemistry 8 NEPA-Related Analyses (0) 9 Exploration Activities (0) 10 References Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"TERRAIN","zoom":6,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"500px","height":"300px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":40.771138,"lon":-119.114138,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

36

Glass Buttes Exploration and Drilling: 2010 Geothermal Technologies Program Peer Review Presentation, Walsh, et al, Ormat  

SciTech Connect

Glass Buttes Exploration and Drilling: 2010 Geothermal Technologies Program Peer Review Presentation, Walsh, et al, Ormat

Ezra Zemach

2010-01-01T23:59:59.000Z

37

MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY SUNDAY Boot Camp Butt and Gut Boot Camp Butt and Gut Boot Camp  

E-Print Network (OSTI)

MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY SUNDAY 7:00am Boot Camp Butt and Gut Boot Camp Butt and Gut Boot Camp 7:30am 8:00am Women's Strength Training Program (7-8am) Women's Strength Kickboxing Tabata (12:10-12:50pm) Bands and Buns Step Muscle Mix Cardio Kickbox Boot Camp Core Chisel 12:30pm

Dawson, Jeff W.

38

deck bridge  

Science Journals Connector (OSTI)

deck bridge ? Deckbrcke [eine Brcke mit obenliegender Fahrbahn, d.h. es liegen keine Tragteile ber der Fahrbahn

2014-08-01T23:59:59.000Z

39

Bridge permeameter  

DOE Patents (OSTI)

A system is described for single-phase, steady-state permeability measurements of porous rock which utilizes a fluid bridge arrangement analogous to a Wheatstone bridge. The arms of the bridge contain the sample and calibrated flow resistors. 8 figs.

Graf, D.C.; Warpinski, N.R.

1996-08-13T23:59:59.000Z

40

EIS-0077-S: Bonneville Power Administration Crow Butte Slough Crossing  

Energy.gov (U.S. Department of Energy (DOE))

The Bonneville Power Administration developed this SEIS to evaluate potential impacts resulting from construction of a 4,700 -foot segment of the Ashe-Slatt transmission line at Crow Butte Slough, overhead on towers on the existing right-of-way. This SEIS is a supplement to DOE/EIS-0077, Ashe-Slatt (Pebble Springs) 500-kilovolt Transmission Line.

Note: This page contains sample records for the topic "bridge corey butte" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


41

Covered Bridges  

NLE Websites -- All DOE Office Websites (Extended Search)

Covered Bridges Covered Bridges Nature Bulletin No. 644 June 3, 1961 Forest Preserve District of Cook County John J. Duffy, President Roberts Mann, Conservation Editor David H. Thompson, Senior Naturalist COVERED BRIDGES Covered bridges have a peculiar fascination for most of us. W e wish they could talk. Many of them are truly historic landmarks. Each one is a unique and picturesque relic of the days when .America was a young country. As a locality became more thickly settled the people demanded roads, improved roads, with bridges across creeks and rivers where fords or ferries had been the only means of crossing. There were no steel mills. But there were skilled woodsmen and virgin forests with huge trees from which they could fashion timbers of any dimension and length desired. Equally important, in certain regions there were master builders: craftsmen with shrewd knowledge of stresses and strains in trusses and arches. That is why covered bridges were and are so numerous in Vermont, New Hampshire, Pennsylvania, Ohio and Indiana. Lack of such men may explain the absence of those structures in Minnesota and other states where timber was plentiful.

42

Crested Butte, Colorado: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

Crested Butte, Colorado: Energy Resources Crested Butte, Colorado: Energy Resources Jump to: navigation, search Equivalent URI DBpedia Coordinates 38.8697146°, -106.9878231° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":38.8697146,"lon":-106.9878231,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

43

Microsoft Word - AlbionButteRSCommunicationUpgrade-CX.doc  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

4, 2011 4, 2011 REPLY TO ATTN OF: KEC-4 SUBJECT: Environmental Clearence Memorandum David Tripp - TEP-CSB-1 Proposed Action: Albion Butte Radio Station Communication Upgrade Budget Information: Work Order # 00253466 Task 03 Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021: B1.7 "Acquisition, installation, operation, and removal of communication systems..." Location: Cassia County, Idaho - Section 19, Township 11 South, Range 26 East of the Nibbs Creek Quadrangle Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA proposes to upgrade the communication building and equipment at BPA's Albion Butte Radio Station located in Cassia County, ID. This project is part of an

44

Butts County, Georgia: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

Butts County, Georgia: Energy Resources Butts County, Georgia: Energy Resources Jump to: navigation, search Equivalent URI DBpedia Coordinates 33.2691443°, -83.9532571° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":33.2691443,"lon":-83.9532571,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

45

Red Butte, Wyoming: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

Butte, Wyoming: Energy Resources Butte, Wyoming: Energy Resources Jump to: navigation, search Equivalent URI DBpedia Coordinates 42.8060757°, -106.4341976° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":42.8060757,"lon":-106.4341976,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

46

Box Butte County, Nebraska: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

Box Butte County, Nebraska: Energy Resources Box Butte County, Nebraska: Energy Resources Jump to: navigation, search Equivalent URI DBpedia Coordinates 42.1911471°, -103.0817903° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":42.1911471,"lon":-103.0817903,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

47

Historical narratives of Big Chico Creek Watershed Alliance and Butte Creek Watershed Conservancy  

E-Print Network (OSTI)

King and Mike Matz LA227 December 19, 2003 Abstract This study analyzes the histories of two non-governmental watershed organizations in Butte County, California:

King, Mary Ann; Matz, Mike

2003-01-01T23:59:59.000Z

48

Gas Sampling At Glass Buttes Area (DOE GTP) | Open Energy Information  

Open Energy Info (EERE)

Glass Buttes Area Exploration Technique Gas Sampling Activity Date Usefulness not indicated DOE-funding Unknown References (1 January 2011) GTP ARRA Spreadsheet Additional...

49

LiDAR At Glass Buttes Area (DOE GTP) | Open Energy Information  

Open Energy Info (EERE)

References (1 January 2011) GTP ARRA Spreadsheet Additional References Retrieved from "http:en.openei.orgwindex.php?titleLiDARAtGlassButtesArea(DOEGTP)&oldid402493...

50

FMI Log At Glass Buttes Area (DOE GTP) | Open Energy Information  

Open Energy Info (EERE)

References (1 January 2011) GTP ARRA Spreadsheet Additional References Retrieved from "http:en.openei.orgwindex.php?titleFMILogAtGlassButtesArea(DOEGTP)&oldid689871...

51

SAMP Bridge Mark Taylor  

E-Print Network (OSTI)

SAMP Bridge Mark Taylor (AstroGrid, Bristol) IVOA Interop Meeting, ESO 9 November 2009 $Id: bridge/9 #12;Operation 1. Two independent hubs are running 2. Bridge starts up, connects to both hubs Mark are running 2. Bridge starts up, connects to both hubs 3. Proxies for Hub 2 clients, controlled by Bridge

Taylor, Mark

52

Microsoft Word - CX-Silver_Butte_28August2012.docx  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

August 28, 2012 August 28, 2012 REPLY TO ATTN OF: KEC-4 SUBJECT: Environmental Clearance Memorandum Frank Weintraub Project Manager - TEP-TPP-1 Proposed Action: Silver Butte Fiber Burial Project Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B.47 Fiber Optic Cable. Location: Kootenai National Forest, Lincoln and Sanders County, Montana Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA proposes to bury an approximately 1-mile-long overhead fiber optic line (fiber) segment located along the Noxon-Libby transmission line. Under the Proposed Action, the fiber would be buried within the BPA right-of-way (ROW) and a U.S. Forest Service (USFS) access road. Past snow and ice loading along the segment has resulted in

53

Unsaturated macrocyclic carbonyl bridge compounds  

Science Journals Connector (OSTI)

Unsaturated macrocyclic carbonyl bridge compounds ... Catalytic Ring-Closing Metathesis of Doubly Armed, Bridged Bicyclic Sulfones. ...

C. F. H. Allen; J. A. VanAllan

1953-07-01T23:59:59.000Z

54

Numerical computation of electric arc with annular attachment on the cathode butt end  

Science Journals Connector (OSTI)

The results of computing a stationary arc with annular attachment on the butt end of a solid cylindrical cathode are presented. The influence of the discharge external parameters on the characteristics of arc ...

A. Zh. Zhainakov; R. M. Urusov; T. E. Urusova

2006-12-01T23:59:59.000Z

55

Gas Sampling At Glass Buttes Area (DOE GTP) | Open Energy Information  

Open Energy Info (EERE)

source source History View New Pages Recent Changes All Special Pages Semantic Search/Querying Get Involved Help Apps Datasets Community Login | Sign Up Search Page Edit History Facebook icon Twitter icon » Gas Sampling At Glass Buttes Area (DOE GTP) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Gas Sampling At Glass Buttes Area (DOE GTP) Exploration Activity Details Location Glass Buttes Area Exploration Technique Gas Sampling Activity Date Usefulness not indicated DOE-funding Unknown References (1 January 2011) GTP ARRA Spreadsheet Retrieved from "http://en.openei.org/w/index.php?title=Gas_Sampling_At_Glass_Buttes_Area_(DOE_GTP)&oldid=689421" Categories: Exploration Activities DOE Funded Activities ARRA Funded Activities

56

Bridge Monitoring and Loading  

E-Print Network (OSTI)

#12;1 Bridge Monitoring and Loading P. Fanning, E. OBrien Stone Arch Bridges - Modelling simulations were conducted for a range of stone arch bridges spanning 5.0m to 32m. Traditional assessment procedures for the determination of both longitudinal and transverse bridge strengths were developed

57

Bridge Monitoring and Loading  

E-Print Network (OSTI)

1 Bridge Monitoring and Loading P. Fanning, E. OBrien Stone Arch Bridges - Modelling and Assessment dimensional non- linear finite element simulations of a range of stone arch- bridges spanning 5.0m to 32m and novel assessment proce- dures for the determination of both longitudinal andtrans- verse bridge

58

Strength of Butt and Sharp-Cornered Joints  

SciTech Connect

There has been considerable progress in recent years towards developing a stress intensity factor-based method for predicting crack initiation at a sharp, bimaterial comer. There is now a comprehensive understanding of the nature of multi-material, two-dimensional, linear-elastic, wedge-tip stress fields. In general, the asymptotic stress state at the apex of dissimilar bonded elastic wedges (i.e. at an interface comer) can have one or more power-law singularities of differing strength and with exponents that can be real or complex. There are, however; many configurations of practical importance, (e.g. adhesively bonded butt joints, hi-material beams, etc.) where interface-comer stresses are described by one, real-valued power-law singularity. In such cases, one can reasonably hypothesize that failure occurs at a critical value of the stress intensity factor: when K{sub a}=K{sub ac}.This approach is completely analogous to LEFM except that the critical stress intensity factor is associated with a discontinuity other than a crack. To apply the K{sub ac} criterion, one must be able to accurately calculate K{sub a} for arbitrary geometries. There are several well-established methods for calculating K{sub a}. These include matching asymptotic and detailed finite element results, evaluation of a path-independent contour integral, and general finite element methods for calculating K. for complex geometries. A rapidly expanding catalog of K{sub a} calibrations is now available for a number of geometries of practical interest. These calibrations provide convenient formulas that can be used in a failure analysis without recourse to a detailed numerical analysis. The K{sub ac} criterion has been applied with some notable successes. For example, the variation in strength of adhesively bonded butt joints with bond thickness and the dependence of this relationship on adhered stiffness is readily explained. No other one-parameter fracture criterion is able to make this sort of prediction. Nevertheless, the interface-corner fracture toughness approach is just in its initial states of development, and its strengths and limitations must be more clearly defined. There are still numerous issues yet to be resolved, including the development of methods for treating time-dependent response, three-dimensional comers, large-scale yielding, and the development of a criterion that can be applied when the comer stress state is not characterized by a single K{sub a}.

REEDY JR.,EARL DAVID

2000-08-21T23:59:59.000Z

59

Digital Planetaria: Building Bridges  

E-Print Network (OSTI)

Digital Planetaria: Building Bridges Building Bridges Between Institutions, Universities Group Goals & Objectives: The goal of the Building Bridges focus group was to create a framework applications and dreaming about their potential in the digital dome environment. #12;L to R, Back to front

Collar, Juan I.

60

Champlain Bridge Montreal: Impacts of  

E-Print Network (OSTI)

Champlain Bridge Montreal: Impacts of Disruptions to Bridge Capacity Prepared for the Federal Bridge Corporation January 2011 #12;Champlain Bridge Montreal: Impacts of Disruptions to Bridge Capacity, Ontario mitl.mcmaster.ca January 2011 #12;Impacts of Champlain Bridge Capacity Reductions Mc

Haykin, Simon

Note: This page contains sample records for the topic "bridge corey butte" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


61

Geology And A Working Conceptual Model Of The Obsidian Butte (Unit 6)  

Open Energy Info (EERE)

Geology And A Working Conceptual Model Of The Obsidian Butte (Unit 6) Geology And A Working Conceptual Model Of The Obsidian Butte (Unit 6) Sector Of The Salton Sea Geothermal Field, California Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Conference Paper: Geology And A Working Conceptual Model Of The Obsidian Butte (Unit 6) Sector Of The Salton Sea Geothermal Field, California Details Activities (2) Areas (1) Regions (0) Abstract: A working conceptual model has been developed for the southwestern portion of the Salton Sea geothermal system, the region encompasing CalEnergy Operating Company's imnent 'Unit 6' field expansion (185 megawatts). The model is based on examination and analysis of several thousand borehole rock samples combined with a wealth of subsurface information made available for the first time from the databases of present

62

Microsoft Word - CX-Redmond-PilotButte-WoodPoleFY12_WEB.doc  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

3, 2012 3, 2012 REPLY TO ATTN OF: KEPR-4 SUBJECT: Environmental Clearance Memorandum Richard Heredia Project Manager - TEP-TPP-1 Proposed Action: Redmond-Pilot Butte No. 1 Wood Pole Replacement Project PP&A Project No.: 2189 Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B4.6 Additions and modifications to transmission facilities Location: Redmond-Pilot Butte No. 1 transmission line in Deschutes County, Oregon at structures 4/7 and 11/6. Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA is proposing to replace two deteriorating wood pole structures along its Redmond-Pilot Butte No. 1 230-kV transmission line located in Deschutes County, Oregon. The two structures

63

Dormaier and Chester Butte 2007 Follow-up Habitat Evaluation Procedures Report.  

SciTech Connect

Follow-up habitat evaluation procedures (HEP) analyses were conducted on the Dormaier and Chester Butte wildlife mitigation sites in April 2007 to determine the number of additional habitat units to credit Bonneville Power Administration (BPA) for providing funds to enhance, and maintain the project sites as partial mitigation for habitat losses associated with construction of Grand Coulee Dam. The Dormaier follow-up HEP survey generated 482.92 habitat units (HU) or 1.51 HUs per acre for an increase of 34.92 HUs over baseline credits. Likewise, 2,949.06 HUs (1.45 HUs/acre) were generated from the Chester Butte follow-up HEP analysis for an increase of 1,511.29 habitat units above baseline survey results. Combined, BPA will be credited with an additional 1,546.21 follow-up habitat units from the Dormaier and Chester Butte parcels.

Ashley, Paul R.

2008-01-01T23:59:59.000Z

64

Dynamic Testing of Alfred Zampa Memorial Bridge  

E-Print Network (OSTI)

twin curved cable-stayed bridges. Earthquake Engineeringfor condition assessment of bridge bents. Journal ofprestressed concrete bridges and numerical verification.

2008-01-01T23:59:59.000Z

65

The Corrosion of Materials in Spallation Neutron Sources R. Scott Lillard, Darryl P. Butt  

E-Print Network (OSTI)

1 The Corrosion of Materials in Spallation Neutron Sources R. Scott Lillard, Darryl P. Butt Materials Corrosion and Environmental Effects Lab Materials Science and Technology Division, MST-6 Los current efforts to measure the real-time corrosion rates of Alloy 718 (718) during 800 MeV proton

66

69. Red Butte-Red Fir Ridge (Shasta Red Fir) (Imper 1988b, Cheng 1996d)  

E-Print Network (OSTI)

69. Red Butte-Red Fir Ridge (Shasta Red Fir) (Imper 1988b, Cheng 1996d) Location This established (fig. 139). Ecological subsection ­ High Cascades (M261Df). Target Element Red Fir (Abies magnifica) Distinctive Features Shasta Red Fir Forest: Taxonomically, the description of Shasta red fir (Abies magnifica

Standiford, Richard B.

67

Semiconductor bridge (SCB) detonator  

DOE Patents (OSTI)

The present invention is a low-energy detonator for high-density secondary-explosive materials initiated by a semiconductor bridge igniter that comprises a pair of electrically conductive lands connected by a semiconductor bridge. The semiconductor bridge is in operational or direct contact with the explosive material, whereby current flowing through the semiconductor bridge causes initiation of the explosive material. Header wires connected to the electrically-conductive lands and electrical feed-throughs of the header posts of explosive devices, are substantially coaxial to the direction of current flow through the SCB, i.e., substantially coaxial to the SCB length.

Bickes, Jr., Robert W. (Albuquerque, NM); Grubelich, Mark C. (Albuquerque, NM)

1999-01-01T23:59:59.000Z

68

Building bridges for fish  

NLE Websites -- All DOE Office Websites (Extended Search)

Building-bridges-for-fish Sign In About | Careers | Contact | Investors | bpa.gov Search News & Us Expand News & Us Projects & Initiatives Expand Projects & Initiatives...

69

H-Bridge H-Bridge Relay Differentiator  

E-Print Network (OSTI)

H-Bridge H-Bridge Relay Altera PLD LP Filter LP Filter Differentiator w/LP Filter Differentiator w Supply Voltage Motor H-Bridge Connection Motor Relay Connection FREQ_OUT External Power Supply GP2D12

Wedeward, Kevin

70

H-Bridge H-Bridge Relay Differentiator  

E-Print Network (OSTI)

H-Bridge H-Bridge Relay Altera PLD LP Filter LP Filter Differentiator w/LP Filter Differentiator w In Encoder 0 In Motor Supply Voltage Motor H-Bridge Connection Motor Relay Connection FREQ_OUT Yaskawa DC

Wedeward, Kevin

71

Active-bridge oscillator  

SciTech Connect

An active bridge oscillator is formed from a differential amplifier where positive feedback is a function of the impedance of one of the gain elements and a relatively low value common emitter resistance. This use of the nonlinear transistor parameter h stabilizes the output and eliminates the need for ALC circuits common to other bridge oscillators.

Wessendorf, Kurt O. (Albuquerque, NM)

2001-01-01T23:59:59.000Z

72

`Smart bridge' technology helps monitor I-35W bridge behavior  

E-Print Network (OSTI)

`Smart bridge' technology helps monitor I-35W bridge behavior Bicycle, pedestrian traffic counts support better decision making Bridge continued on page 6 Counts continued on page 7 `FRIEND' A PACKAGE.umn.edu Photo:DavidGonzalez,MnDOT Since the completion of the I-35W St. Anthony Falls Bridge in September 2008

Minnesota, University of

73

The floating water bridge The floating water bridge  

E-Print Network (OSTI)

The floating water bridge The floating water bridge Elmar C. Fuchs1 , Jakob Woisetschläger2 , Karl, a stable water connection forms spontaneously, giving the impression of a floating water bridge. A detailed this bridge. 1. Introduction Water undoubtedly is the most important chemical substance in the world. Many

Podgornik, Rudolf

74

Microsoft Word - CX-PilotButte-LaPineWoodPoleFY12_WEB.docx  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

30, 2012 30, 2012 REPLY TO ATTN OF: KEPR-4 SUBJECT: Environmental Clearance Memorandum Richard Heredia Project Manager - TEP-TPP-1 Proposed Action: Pilot Butte-La Pine No. 1 Wood Pole Replacement Project PP&A Project No.: 2188 Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B4.6 Additions and modifications to transmission facilities ... include ... replacement of wood poles. Location: Pilot Butte-La Pine No. 1 transmission line located in Deschutes County, Oregon, at the following structures: Mile Structure 5 7 6 5 7 4 16 7 16 8 17 5 18 1 18 3 21 3 21 8 25 3 30 5 Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA is proposing to replace 12 deteriorating wood pole

75

Microsoft Word - CX-PilotButte-LaPine-WoodPoles-FY13_WEB.doc  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

3, 2013 3, 2013 REPLY TO ATTN OF: KEPR-4 SUBJECT: Environmental Clearance Memorandum Richard Heredia Project Manager - TEP-TPP-1 Proposed Action: Wood pole replacements on Bonneville Power Administration's (BPA) Pilot Butte-La Pine No. 1 transmission line PP&A Project No.: 2484 Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B1.3 Routine Maintenance Location: Deschutes County, Oregon, at the following structures: Mile Structure 3 1 3 2 7 3 7 5 9 2 11 3 13 5 13 8 14 1 15 1 16 3 16 5 21 7 21 9 22 2 22 4 22 5 23 5 27 2 Proposed by: BPA Description of the Proposed Action: BPA is proposing to replace 19 deteriorating wood pole structures along its Pilot Butte-La Pine No. 1, 230-kilovolt transmission line located in Deschutes County, Oregon. The 19 structures

76

Assessment of NDE Methods to Detect Lack of Fusion in HDPE Butt Fusion Joints  

SciTech Connect

Studies at the Pacific Northwest National Laboratory (PNNL) in Richland, Washington, were conducted to evaluate nondestructive examinations (NDE) coupled with mechanical testing of butt fusion joints in high-density polyethylene (HDPE) pipe for assessing lack of fusion. The work provided information to the United States Nuclear Regulatory Commission (NRC) on the effectiveness of volumetric inspection techniques of HDPE butt fusion joints in Section III, Division 1, Class 3, buried piping systems in nuclear power plants. This paper describes results from assessments using ultrasonic and microwave nondestructive techniques and mechanical testing with the high-speed tensile impact test and the side-bend test for determining joint integrity. A series of butt joints were fabricated in 3408, 12-inch (30.5-cm) IPS DR-11 HDPE material by varying the fusion parameters to create good joints and joints containing a range of lack-of-fusion conditions. Six of these butt joints were volumetrically examined with time-of-flight diffraction (TOFD), phased-array (PA) ultrasound, and the Evisive microwave system. The outer diameter (OD) weld beads were removed for microwave evaluation and the pipes ultrasonically re-evaluated. In two of the six pipes, both the outer and inner diameter (ID) weld beads were removed and the pipe joints re-evaluated. Some of the pipes were sectioned and the joints destructively evaluated with the high-speed tensile test and the side-bend test. The fusion parameters, nondestructive and destructive evaluation results have been correlated to validate the effectiveness of what each NDE technology detects and what each does not detect. There was no single NDE method that detected all of the lack-of-fusion flaws but a combination of NDE methods did detect most of the flaws.

Crawford, Susan L.; Doctor, Steven R.; Cinson, Anthony D.; Watts, Michael W.; Moran, Traci L.; Anderson, Michael T.

2011-07-31T23:59:59.000Z

77

Dobson Butte field, Williston basin, Stark County, North Dakota: nontypical oil production  

SciTech Connect

The Dobson Butte field (T139N, R96W), Stark County, North Dakota, was discovered in 1982 following a detailed seismic program. Production is primarily from a structural trap in the Interlake Formation of Silurian age. Three oil wells are presently producing from a dolomite reservoir at about 11,000 ft in depth. Primary recoverable reserves of these three producing wells is calculated to be about 2 million bbl of oil. Additional reserves will come from further development of the Interlake reservoir as well as from the deeper Red River (Ordovician) Formation. The Dobson Butte field is a nontypical oil field within the Williston basin as to its high pour point oil (90/sup 0/F), high production water cuts (85-95%), lack of good oil shows in samples, unpredictable noncontinuous oil-producing reservoirs throughout the entire 600-ft Interlake Formation, difficulty in log interpretations, and difficulty in determining the source bed. The interpretation of these nontypical characteristics of Interlake oil production in the Dobson Butte field compared to other Interlake oil production within the Williston basin will have a profound effect upon future Interlake exploration.

Guy, W.J.

1987-05-01T23:59:59.000Z

78

Timber bridge ruins, not passable.  

E-Print Network (OSTI)

1 1 W eeks Creek Highway 84 Woodruff Creek Highway84 Timber bridge ruins, not passable. Wooden deck Timber bridge ruins, not passable. Spanning boxcar bridge, passable. 0 50 100 meters Plate1A over basalt. Qf Qs Qt Qc Tb Ts House. Rip rap revetment. Concrete wall. Geogrid. Bridge or crossing

79

SunShot BRIDGE Program  

Energy.gov (U.S. Department of Energy (DOE))

This presentation summarizes the webinar, held in April of 2012, for the BRIDGE funding opportunity.

80

STAY INFORMED! Bridge: www.uleth.ca/bridge (Gateway to important resources, page 4)  

E-Print Network (OSTI)

Fall 2014 STAY INFORMED! Bridge: www.uleth.ca/bridge (Gateway to important resources, page 4 ...................................................................................... 4 The Bridge .................................................................................. 4 Logging in to the Bridge........................................................... 4 Paying

Morris, Joy

Note: This page contains sample records for the topic "bridge corey butte" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


81

Turquoise Roof Bridge  

Science Journals Connector (OSTI)

...an old term used in Tibet for a family that thrived in turquoise trade during the eighth century whose name meant Turquoise Roof, because the house of this family was near a bridge in Lhasa called Turquoise Ro...

2009-01-01T23:59:59.000Z

82

Journal of Bridge Engineering  

E-Print Network (OSTI)

) and longer-term monitoring of bridge abutment piles (Huntley and Valsangkar 2014); cracking and thermal expansion in unreinforced masonry structures (DelloRusso et al. 2008); remote sensing of corrosion in bridges (Agrawal et al. 2009); and the dynamic... correspond to damage. One such technique uses an infrared camera to look for disrupted heat flow through a structure (Washer et al. 2010). Particle image velocimetry (PIV) [also referred to as digital image correlation (DIC)], which has its origins in fluid...

Webb, G. T.; Vardanega, P. J.; Middleton, C. R.

2014-12-17T23:59:59.000Z

83

Recycled Thermoplastic Composite Bridge  

NLE Websites -- All DOE Office Websites (Extended Search)

Recycled Thermoplastic Composite Recycled Thermoplastic Composite Bridge Philip R. Columbus Office of the Assistant Chief of Staff for Installation Management Headquarters, Department of the Army 180900ZMay2012 1 Philip R. Columbus/571-256-9774/philip.r.columbus.civ@mail.mil/ Overview * The purpose of this project was to demonstrate that a thermoplastic composite I-beam bridge could be constructed to accommodate a M-1 battle tank. * This effort determined the engineering and construction of such a structure was possible and be cost competitive to a wood timber bridge * The materials are virtually maintenance-free and not subject to degradation from moisture, rot, insects and weather. 180900ZMay2012 2 Philip R. Columbus/571-256-9774/philip.r.columbus.civ@mail.mil/ Background

84

Recycled Thermoplastic Composite Bridge  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Recycled Thermoplastic Composite Recycled Thermoplastic Composite Bridge Philip R. Columbus Office of the Assistant Chief of Staff for Installation Management Headquarters, Department of the Army 180900ZMay2012 1 Philip R. Columbus/571-256-9774/philip.r.columbus.civ@mail.mil/ Overview * The purpose of this project was to demonstrate that a thermoplastic composite I-beam bridge could be constructed to accommodate a M-1 battle tank. * This effort determined the engineering and construction of such a structure was possible and be cost competitive to a wood timber bridge * The materials are virtually maintenance-free and not subject to degradation from moisture, rot, insects and weather. 180900ZMay2012 2 Philip R. Columbus/571-256-9774/philip.r.columbus.civ@mail.mil/ Background

85

Building Bridges to the Nanoworld  

Science Journals Connector (OSTI)

...seeded with references to guitar strings. Roukes is not an architect...to suspension bridges, guitar strings, and other oscillating mechanical systems. These microscopic...these lilliputian bridges and strings Roukes will be able to trace...

John Travis

1994-03-25T23:59:59.000Z

86

Quantum Bidding in Bridge  

Science Journals Connector (OSTI)

Quantum methods allow us to reduce communication complexity of some computational tasks, with several separated partners, beyond classical constraints. Nevertheless, experimental demonstrations of this have thus far been limited to some abstract problems, far away from real-life tasks. We show here, and demonstrate experimentally, that the power of reduction of communication complexity can be harnessed to gain an advantage in a famous, immensely popular, card gamebridge. The essence of a winning strategy in bridge is efficient communication between the partners. The rules of the game allow only a specific form of communication, of very low complexity (effectively, one has strong limitations on the number of exchanged bits). Surprisingly, our quantum technique does not violate the existing rules of the game (as there is no increase in information flow). We show that our quantum bridge auction corresponds to a biased nonlocal Clauser-Horne-Shimony-Holt game, which is equivalent to a 2?1 quantum random access code. Thus, our experiment is also a realization of such protocols. However, this correspondence is not complete, which enables the bridge players to have efficient strategies regardless of the quality of their detectors.

Sadiq Muhammad; Armin Tavakoli; Maciej Kurant; Marcin Paw?owski; Marek ?ukowski; Mohamed Bourennane

2014-06-12T23:59:59.000Z

87

Millennium Bridge wobble explained  

Science Journals Connector (OSTI)

... opened in June 2000, but swiftly closed again because it started to wobble disconcertingly when pedestrians tried to cross it. The blame was initially placed on a human tendency to ... findings form the basis of a formula that Arup now uses to predict how many pedestrians should be allowed on a bridge. ...

Katharine Sanderson

2008-12-17T23:59:59.000Z

88

Dynamic Testing of Alfred Zampa Memorial Bridge  

E-Print Network (OSTI)

vibration studies of Golden Gate Bridge: I. suspendedHousner, 1978), Golden Gate suspension bridge (Abdel-Ghaffar

2008-01-01T23:59:59.000Z

89

The Urgent Need for Carbon Dioxide Sequestration Klaus S. Lackner, Darryl P. Butt, Reed Jensen and Hans Ziock  

E-Print Network (OSTI)

1 The Urgent Need for Carbon Dioxide Sequestration Klaus S. Lackner, Darryl P. Butt, Reed Jensen in this field. This memo explains why the development of a viable sequestration technology is a long term stra- tegic goal of utmost importance and why sequestration provides a goal worthy of the attention

90

Microsoft Word - Horse_Butte_G0374_Env_ Clearance_Doc.doc  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

7, 2011 7, 2011 REPLY TO ATTN OF: KEC-4 SUBJECT: Environmental Clearance Memorandum Amy Freel Project Manager - TEP-TPP-1 Proposed Action: Cattle Creek Substation (formerly known as Horse Butte Substation) Budget Information: Work Order # 00283812 (TC AUO) and 00283765 (TC) Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B4.11 "Construction or electric power substations (including switching stations and support facilities) with power delivery at 230-kilovolt (kV) or below, or modification (other than voltage increases) of existing substations and support facilities, ..." Location: Bonneville County, ID near Idaho Falls. Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: In response to Utah Associated Municipal Power

91

Information Bridge MARC Records FAQ  

NLE Websites -- All DOE Office Websites (Extended Search)

Information Bridge Alerts . In the Search Terms box, enter the subject category preceded by the subject category number; all enclosed...

92

Requirements for Bridge Inspection | Department of Energy  

Energy Savers (EERE)

Requirements for Bridge Inspection Requirements for Bridge Inspection 2009.09.14 OECM-Requirements for Bridge Insp.pdf More Documents & Publications 2009.09.14OECM-Requirementsfo...

93

PROJECT BRIDGE JUNE-JULY 2013  

E-Print Network (OSTI)

PROJECT BRIDGE JUNE-JULY 2013 Project Bridge is a newsletter of the Center for Disabilities Studies in June, July and early August. Some changes have been made to the format and layout of Project Bridge

Firestone, Jeremy

94

Must a Bridge Be Beautiful Too?  

E-Print Network (OSTI)

Sloane, The First Covered Bridge in America, Geographical1959). D. B. Steinman, How Bridges Have Increased MansMust a Bridge Be Beautiful Too? B Y M AT T H E W D R E S D E

Dresden, Matthew

2006-01-01T23:59:59.000Z

95

Must a Bridge Be Beautiful Too?  

E-Print Network (OSTI)

as compared to the Golden Gate Bridge, or even the westernthe Northeast, The Golden Gate Bridge is perhaps the mostof local boosters: the Golden Gate Bridge gift shop takes in

Dresden, Matthew

2006-01-01T23:59:59.000Z

96

Wind-induced dynamic response of bridges  

E-Print Network (OSTI)

Wind loading has long played a significant role in bridge design. Some spectacular failures, such as the Tay Bridge (Scotland, 1879), or the Tacoma Narrows Bridge (Washington State, 1940) acted as a painful reminder to ...

Rousseau, Guillaume, 1982-

2004-01-01T23:59:59.000Z

97

A group bridge approach for variable selection  

Science Journals Connector (OSTI)

......group bridge approach for variable...Actuarial Science, University...Department of Management Science, University...group bridge approach that is capable...group bridge approach for variable...Actuarial Science, University...Department of Management Science......

Jian Huang; Shuange Ma; Huiliang Xie; Cun-Hui Zhang

2009-06-01T23:59:59.000Z

98

Bridging properties of multiblock copolymers.  

SciTech Connect

Using self-consistent field theory, we attempt to elucidate the links between microscopically determined properties, such as the bridging fraction of chains, and mechanical properties of multiblock copolymer materials. We determine morphological aspects such as period and interfacial width and calculate the bridging fractions, and compare with experimental data .

Rasmussen, K. O. (Kim O.); Kober, E. M. (Edward M.); Lookman, T. (Turab); Saxena, A. B. (Avadh B.)

2003-01-01T23:59:59.000Z

99

PRELIMINARY ASSESSMENT OF NDE METHODS ON INSPECTION OF HDPE BUTT FUSION PIPING JOINTS FOR LACK OF FUSION  

SciTech Connect

Studies at the Pacific Northwest National Laboratory in Richland, Washington, are being conducted to evaluate nondestructive examination approaches for inspecting butt fusion joints in high density polyethylene (HDPE) pipe for lack of fusion (LOF). The work provides information to the United States Nuclear Regulatory Commission on the effectiveness and need for volumetric inspection techniques of HDPE butt fusion joints in Section III, Division 1, Class 3, buried piping systems in nuclear power plants. This paper describes results from preliminary assessments using ultrasonic nondestructive techniques and high-speed tensile impact testing for determining joint integrity. A series of butt joints were fabricated in 3408, 12-inch IPS DR-11 material by varying the fusion parameters in attempts to provide good joints and joints containing LOF. These butt joints were visually examined and volumetrically examined with time-of-flight diffraction (TOFD) and phased-array (PA) ultrasound. A limited subset of pipe joint material was destructively analyzed by either slicing through the joint and visually examining the surface or by employing a standard high-speed tensile impact test. Initial correlation of the fusion parameters, nondestructive, and destructive evaluations have shown that areas with gross LOF were detected with both TOFD and PA ultrasound and that the tensile impact test showed a brittle failure at the joint. There is still some ambiguity in results from the less obvious LOF conditions. Current work is targeted on assessing the sensitivity of the ultrasonic volumetric examinations and validating the results with a destructive analysis. It is expected that on-going and future work will lead to quantifying the ultrasonic responses in terms of joint integrity.

Crawford, Susan L.; Doctor, Steven R.; Cinson, Anthony D.; Cumblidge, Stephen E.; Anderson, Michael T.

2010-01-01T23:59:59.000Z

100

Spatial and temporal distribution of mercury in Caballo and Elephant Butte Reservoirs, Sierra County, New Mexico  

SciTech Connect

Caballo and Elephant Butte reservoirs are located in south-central New Mexico of the Rio Grande. The reservoirs are managed together for flood control and irrigation. As a result, Caballo Reservoir undergoes seasonal water volume fluctuations creating large littoral or shallow areas. Water and sediment samples were collected monthly for one year (July 1995 to June 1996) in Caballo Reservoir to examine spatial and temporal variability of total mercury (THg) and monomethylmercury (MMHg). Concentrations of THg and MMHg were greatest in water and sediments at the site located in the seasonally flooded area (Palomas) compared to five sites in deep water. In contrast, concentrations of MMHg from the five site were at or below 1.0 ng/g. The percentages of THg in the MMHg form was greatest in sediment collected from the Palomas site from September 1995 to June 1996 (5.4-33.8%) compared to sediment from the five sites in deep water. By October 1995, a site above Caballo Reservoir in the Rio Grande had greater concentrations of dissolved MMHg (0.508 ng/L) than the Palomas site (0.411 ng/L). The presence of a potential source of contamination upriver, in addition to a series of unrelated events (fire and late summer rains), precipitated a second study from July 1996 to June 1997. Thus, the second year was initiated to determine the sources of THg and MMHg entering Caballo Reservoir.

Caldwell, C.A.; Canavan, M.

1998-05-01T23:59:59.000Z

Note: This page contains sample records for the topic "bridge corey butte" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


101

Peter H. Bridge Musical Composition Collection  

E-Print Network (OSTI)

Peter H. Bridge Musical Composition Collection Biographical Note Peter Hulin Bridge was born and manuscripts is archived in the Library of Congress' Performing Arts Division. Peter H. Bridge died consists of copies of musical compositions by Peter H. Bridge, 1951- 2010). The original manuscripts

Suzuki, Masatsugu

102

Lateral excitation of bridges by balancing pedestrians  

Science Journals Connector (OSTI)

...177 Lateral excitation of bridges by balancing pedestrians John H.G Macdonald * * Author...synchronized in frequency with the bridge, H v and H a calculated on...relative phase between the bridge and pedestrian changes. H v does work on the bridge...

2008-01-01T23:59:59.000Z

103

BRIDGE DOLLY ASSY - Sheet1  

NLE Websites -- All DOE Office Websites (Extended Search)

REV 1 2 3 4 A B B A 4 3 2 1 APPRV DATE REV DESCRIPTION RSF REVISIONS ZONE FILE: BRIDGE DOLLY LAYOUT 1 MINERVA DETECTOR ASS'Y 1:18 RSF - - - 2 RSF - - - THIS IS THE PROPERTY...

104

UK bridge to rare tongues  

E-Print Network (OSTI)

THE TELEGRAPH - About Us - Advertise - Feedback - Contact Us /div> 2 Front Page > Nation > Story UK bridge to rare tongues London, Dec. 12 (PTI): Cambridge University has launched a project to provide public access to languages...

Anon.

2010-12-13T23:59:59.000Z

105

The H-Bridge Driver  

Science Journals Connector (OSTI)

The H-Bridge driver can be used to drive a...or...a bipolar stepper motor (also LEDs as in chapter 12). Unlike the unipolar motor, the field windings of a bipolar stepper motor require reversible current flow to ...

Warren W. Gay

2014-01-01T23:59:59.000Z

106

WORLD WISE'99-Winnipeg, Manitoba Taylor Bridge -A Bridge For the 21st  

E-Print Network (OSTI)

WORLD WISE'99- Winnipeg, Manitoba Taylor Bridge - A Bridge For the 21st Century Taylor Bridge - A Bridge For the 21st Century Emile ShehataI, Rick Haldane-Wilsone1 , Doug Stewart!, Gamil Tadros2 and Sami and build the Taylor "smart" Bridge utilizing fibre reinforced polymer (FRP) reinforcing materials

107

CIS 677 LAB IV: Transparent Bridge To understand the transparent bridge concept.  

E-Print Network (OSTI)

CIS 677 LAB IV: Transparent Bridge 1 Goals To understand the transparent bridge concept. To implement a simpli ed transparent bridge algorithm. 2 Features of Transparent Bridges The three features of transparent bridges are: 1. The promiscuous listen and the store and forwarding capabilities. 2. Learning

Jain, Raj

108

Bridge deck designs for railing impacts  

E-Print Network (OSTI)

AND MATERIALS TESTING Concrete Steel CHAPTER IV. TEXAS BRIDGE RAILING TYPE T101 Description . Tests on the T101 Steel Post with a Rigid Support . Static Tests on the Standard T101 Bridge Railing Dynamic Tests on the Standard T101 Bridge Railing . Tests... Stress Calculations on Bridge Deck Connection to Texas T202 Concrete Wall Table A-3. Flexure Stress Calculations on Bridge Deck Connection to Texas T5 Bridge Rail Table 8-1. Concrete Cylinder Compression Tests Table 8-2. Reinforcing Steel Tensile...

Arnold, Althea Gayle

1984-01-01T23:59:59.000Z

109

Bridging Gaps | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Bridging Gaps Bridging Gaps Bridging Gaps Analysis to identify issues, best practices, and recommendations Implementation of modernization, infrastructure planning, and sustainability efforts Evaluation of planning practices to develop an adaptable method that considers revitalization and reuse Analysis of issues with transfers at less than fair market value and recommendations for improvement Evaluation of the Ten-Year (25-year) Site Plans for revitalization and strategic planning interests Tools to be incorporated into programmatic business models and processes Best-practices guide for energy projects Guidance and recommendations to improve the 10 CFR 770 process and less-than-fair-market-value transfers Tools/checklist to evaluate assets for reuse as part of planning

110

Bridge Decomposition of Restriction Measures  

E-Print Network (OSTI)

Motivated by Kesten's bridge decomposition for two-dimensional self-avoiding walks in the upper half plane, we show that the conjectured scaling limit of the half-plane SAW, the SLE(8/3) process, also has an appropriately defined bridge decomposition. This continuum decomposition turns out to entirely be a consequence of the restriction property of SLE(8/3), and as a result can be generalized to the wider class of restriction measures. Specifically we show that the restriction hulls with index less than one can be decomposed into a Poisson Point Process of irreducible bridges in a way that is similar to Ito's excursion decomposition of a Brownian motion according to its zeros.

Tom Alberts; Hugo Duminil-Copin

2009-09-01T23:59:59.000Z

111

A Bridge to Heart Transplantation  

Science Journals Connector (OSTI)

To the Editor: In the Perspective article by Renlund (Aug. 26 issue) on the use of a total artificial heart as a bridge to transplantation, the author's contention that a physician should do whatever is necessary to save an individual human life raises several questions. In a medical system that appears... To the Editor: In the Perspective article by Renlund (Aug. 26 issue)1 on the use of a total artificial heart as a bridge to transplantation, the author's contention that a physician should do whatever is necessary to save an individual human life raises ...

2004-12-09T23:59:59.000Z

112

Excitation Methods for Bridge Structures  

SciTech Connect

This paper summarizes the various methods that have been used to excited bridge structures during dynamic testing. The excitation methods fall into the general categories of ambient excitation methods and measured-input excitation methods. During ambient excitation the input to the bridge is not directly measured. In contrast, as the category label implies, measured-input excitations are usually applied at a single location where the force input to the structure can be monitored. Issues associated with using these various types of measurements are discussed along with a general description of the various excitation methods.

Farrar, C.R.; Duffy, T.A.; Cornwell, P.J.; Doebling, S.W.

1999-02-08T23:59:59.000Z

113

Field tests of timber railroad bridge piles  

E-Print Network (OSTI)

increasing the load of trains in return for larger profit, maintenance and replacement of timber bridges has risen throughout recent years. Once chosen for its low cost and ease of construction, timber bridges are being replaced by more efficient concrete...

Donovan, Kendra Ann

2005-02-17T23:59:59.000Z

114

National Bridge Inventory Record Data Submission Requirement...  

Office of Environmental Management (EM)

& Publications Microsoft PowerPoint - 2009.10.27 Bridge Inspection Follow-up 2009.09.14OECM-RequirementsforBridgeInsp.pdf Proposed Data Elements for PARS II Web Application...

115

Simplified Method for Estimating Future Scour Depth at Existing Bridges  

E-Print Network (OSTI)

Bridge scour is the term which describes the erosion of soil surrounding a bridge foundation due to water. Bridge scour can cause the reduction of the load carrying capacity of bridge foundations, excessive foundation settlements, and damage...

V Govindasamy, Anand

2010-07-14T23:59:59.000Z

116

On Edge Szeged Index of Bridge Graphs  

Science Journals Connector (OSTI)

Corollary 2. Let H be any graph with fixed vertex $$ v $$ .... Then the edge Szeged index of the bridge

Fuqin Zhan; Youfu Qiao

2013-01-01T23:59:59.000Z

117

Bridge Numbers of Torus Knots Jennifer Schultens  

E-Print Network (OSTI)

contained proof of the following result of H. Schubert: If K is a (p, q)-torus knot, then the bridge number below all maxima of h|K, then we say that K is in bridge position with respect to h. The bridge number of whether or not we require K to be in bridge position. Indeed, if h|K has n maxima, then the maxima of h

Schultens, Jennifer

118

to China: A Bridge Between  

E-Print Network (OSTI)

From Yale to China: A Bridge Between Cultures Students often invoke the metaphor of a journey in China," she said. "Yale oered a vast array of resources to help me improve my language compe- tency program and myriad exchanges with China. The summer before her sophomore year at Yale, Jenna received

119

Capillary Bridges in Electric Fields  

Science Journals Connector (OSTI)

Capillary Bridges in Electric Fields ... The separation d between the electrodes could be varied using a stepping motor with a nominal step width of 0.625 ?m. ... New York: NcGraw-Hill Co. 1950; Smythe, Static and Dynamic Electricity. ...

Anke Klingner; Juergen Buehrle; Frieder Mugele

2004-07-02T23:59:59.000Z

120

Bridge It Up the impact of startup services offered for employees Case Nokia's Bridge  

E-Print Network (OSTI)

1 Bridge It Up ­ the impact of startup services offered for employees ­ Case Nokia's Bridge Program Pertti Kiuru, Jari Handelberg, Heikki Rannikko #12;2 Summary: Evaluation of the Bridge Program entrepreneurship track In this summary, we assess Nokia's Bridge Program entrepreneurship track within

Kaski, Samuel

Note: This page contains sample records for the topic "bridge corey butte" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


121

EXPERIMENTATION OF A BRIDGE WIM SYSTEM IN FRANCE AND POTENTIAL APPLICATIONS FOR BRIDGE MONITORING AND OVERLOAD  

E-Print Network (OSTI)

EXPERIMENTATION OF A BRIDGE WIM SYSTEM IN FRANCE AND POTENTIAL APPLICATIONS FOR BRIDGE MONITORING AND OVERLOAD DETECTION Franziska SCHMIDT IFSTTAR Bridges & Structures Department Bernard JACOB IFSTTAR publications have been written about this. But generally no real attention is given to the element »bridge

Paris-Sud XI, Université de

122

Balsa Wood Bridge Competition Sponsored by  

E-Print Network (OSTI)

Balsa Wood Bridge Competition Sponsored by: The University of Tennessee, Department of Civil and Environmental Engineering Description: The objective of this event is to design and build the lightest bridge capable of supporting a given load over a given span. The bridge must allow the passage of one Hot Wheel

Tennessee, University of

123

Bridge MBA ProgrAM Program Format  

E-Print Network (OSTI)

Bridge MBA ProgrAM Program Format Program Duration 12 months Program Format Cohort (lockstep) Class Requirements · Application Form and $55 fee. · Resume · Essay outlining why you wish to join the Bridge MBA program, and how you expect the Bridge to aid your future job search (500 words or less) · Official

Carter, John

124

Full bridge converter Transformers and isolated converters  

E-Print Network (OSTI)

parts of the B-H curve are used. Include: push-pull, half-bridge, full-bridge (explained belowFull bridge converter Transformers and isolated converters Most DC power supplies have) cross section of a transformer. (b) Ideal B-H characteristics of the core. (c) B-H characteristics

Knobloch,Jürgen

125

Bridge weigh-in-motion on steel orthotropic decks and application to bridge assessment, Jacob et al.  

E-Print Network (OSTI)

1 Bridge weigh-in-motion on steel orthotropic decks and application to bridge assessment, Jacob et al. __________________________________________________________________________ Bridge weigh-in-motion on steel orthotropic decks and application to bridge assessment Bernard Jacob, Sio-Song Ieng, Franziska

Paris-Sud XI, Université de

126

Retinal Waves Are Governed by Collective Network Properties Daniel A. Butts,1 Marla B. Feller,2,3 Carla J. Shatz,2 Daniel S. Rokhsar1  

E-Print Network (OSTI)

Retinal Waves Are Governed by Collective Network Properties Daniel A. Butts,1 Marla B. Feller,2 produces spatially and temporally restricted waves without requiring in- hibition, consistent in several different regimes of wave behavior. We also present evidence that wave properties are locally

Butts, Daniel

127

Elephant butte powerplant investigation of permanent magnet generator corrosion and bearing failures. Project notes 8450-97-07. Technical memo  

SciTech Connect

This investigation and report were initiated in response to a request to determine causes for excessive corrosion and premature bearing failures on the Woodward Permanent Magnet Generator (PMG) on the three main generating units at Elephant Butte. All three main generating units were rewound using epoxy-type insulating materials between 1989 and 1991. Plant personnel reported that corrosion and failure rates seemed to accelerate after the new stator windings were installed. This report documents field testing conducted the week of March 10, 1997, to determine if stray electrical currents/voltages were causing the problems. Electrical field test results indicate that accelerated PMG bearing failure and corrosion were not caused by stray voltages or current. Tests were conducted on the main shaft in the turbine pit and on the PMG shaft and housing located atop the exciter shaft.

Price, P.; Atwater, P.

1997-04-01T23:59:59.000Z

128

Women @ Energy: Novella Bridges | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Novella Bridges Novella Bridges Women @ Energy: Novella Bridges August 15, 2013 - 4:57pm Addthis Novella Bridges has worked at the Department of Energy's Pacific Northwest National Laboratory since 2000. Novella is a project manager in PNNL's Applied Statistics and Computational Modeling group. Novella Bridges has worked at the Department of Energy's Pacific Northwest National Laboratory since 2000. Novella is a project manager in PNNL's Applied Statistics and Computational Modeling group. Check out other profiles in the Women @ Energy series and share your favorites on Pinterest. Novella Bridges has worked at the Department of Energy's Pacific Northwest National Laboratory since 2000. Novella is a project manager in PNNL's Applied Statistics and Computational Modeling group. She is currently on

129

The Bridge over the Ijssel a Railway Bridge in Line with the Landscape  

Science Journals Connector (OSTI)

The new 930m long railway bridge over the Ijssel is an essential part ... Zwolle and Lelystad at the Ijsselmeer. The bridge is the winning design of a design ... competition and an outstanding example of architec...

Hans-Joachim Casper

2014-01-01T23:59:59.000Z

130

FO Bridge Monitoring Activities in China  

Science Journals Connector (OSTI)

In this paper, various types of optical fiber sensors developed for SHM of civil infrastructures are briefly introduced. More than 10 practical bridge monitoring systems are presented....

Ou, Jinping

131

Iterative Bridge and Roll for Connection Rerouting  

Science Journals Connector (OSTI)

We propose a heuristic connection rerouting scheme that iteratively bridges and rolls a subset of connections for improving network utilization. The proposed scheme has no disrupted...

Zhang, Qiong; Gao, Chengyi; Wang, Xi; Palacharla, Paparao; Sekiya, Motoyoshi

132

Performance of Concrete Bridge Deck Surface Treatments.  

E-Print Network (OSTI)

??The purpose of this research was to identify the types of surface treatments available for use on concrete bridge decks and to determine which materials (more)

Nelsen, Tyler S.

2005-01-01T23:59:59.000Z

133

Bridge Fault Simulation Strategies for CMOS Integrated Circuits Brian Chess  

E-Print Network (OSTI)

Bridge Fault Simulation Strategies for CMOS Integrated Circuits Brian Chess Tracy Larrabee \\Lambda the Primitive Bridge Function, a char­ acteristic function describing the behavior of bridged com­ ponents, we present a theorem for detecting feedback bridge faults. We discuss two different methods of bridge fault

Larrabee, Tracy

134

MULTI-HAZARD RESISTANT HIGHWAY BRIDGE PIERS HAVING  

E-Print Network (OSTI)

of California to its main suspension bridges and the detailed shots of the Golden Gate and Brooklyn bridgesMULTI-HAZARD RESISTANT HIGHWAY BRIDGE PIERS HAVING CONCRETE-FILLED STEEL TUBE Shuichi FUJIKURA1 of a multi-hazard bridge pier concept, i.e., a bridge pier system capable of providing an adequate level

Bruneau, Michel

135

Superconducting micronets: The Wheatstone bridge  

Science Journals Connector (OSTI)

Using the Ginzburg-Landau theory, a particular superconducting (sc) micronet, called the Wheatstone bridge, is studied. This planar micronet is made of two nodes connected by three thin sc wires. A magnetic field is applied perpendicularly to its plane. The sc-normal second-order phase transition is characterized by only two configurations of the order parameter: cphiA=cphiB and cphiA=-cphiB, where cphiA and cphiB are the order parameters at the nodes. For temperatures near Tc, we show that only the cphiA=cphiB configuration is admissible for fluxes near ?=n?0, where n is an integer and ?0 is the flux quantum. Finally, the exact solution of the nonlinear Ginzburg-Landau equations for one-dimensional systems is numerically fitted to the boundary conditions of the Wheatstone bridge for the two configurations cphiA=cphiB and cphiA=-?B. Graphs of the Gibbs energy and of the spontaneous supercurrent, which for these two configurations is always a screening supercurrent, are given as functions of the total flux. A discontinuous transition between configurations occurs as a function of the flux.

Christine Ammann; Paul Erds; Stephen B. Haley

1995-05-01T23:59:59.000Z

136

INTRODUCTION Scour of bridge foundations is the most common cause of bridge failures.The Federal Highway Administration  

E-Print Network (OSTI)

INTRODUCTION Scour of bridge foundations is the most common cause of bridge failures.The FederalTransportation (DOTs) to evaluate the scour potential of existing bridges and predict the scour depths for new bridges scour depth estimates to ensure that an adequate factor of safety is considered for bridge scour design

Harms, Kyle E.

137

On rescaled Poisson processes and the Brownian bridge  

E-Print Network (OSTI)

relation to the Brownian Bridge. The structure of this paperMotion and the Brownian Bridge. For instance, the followingconditional the Brownian Bridge process B(s) LEMMA Suppose

Rick Schoenberg

2011-01-01T23:59:59.000Z

138

Electrical Resistivity Imaging for Unknown Bridge Foundation Depth Determination  

E-Print Network (OSTI)

experimentation and at five field experimentations located at three roadway bridges, a geotechnical test site, and a railway bridge. The first experimentation was at the bridges with the smallest foundations, later working up in size to larger drilled shafts...

Arjwech, Rungroj

2012-02-14T23:59:59.000Z

139

Structural Reliability of Bridges Elevated with Steel Pedestals  

E-Print Network (OSTI)

Overheight vehicle impact to bridge decks is a major problem in the transportation networks in the United States. An important factor that causes this problem is inadequate vertical clearance of bridges. Using steel pedestals to elevate bridge decks...

Bisadi, Vahid 1980-

2012-09-19T23:59:59.000Z

140

Accurate resistive bridge fault modeling, simulation, and test generation  

E-Print Network (OSTI)

Resistive bridging faults in CMOS combinational circuits are studied in this work. Bridging faults are modeled using HSPICE circuit simulation of the various types of bridging faults that can occur in CMOS combinational circuits. The results...

Sar-Dessai, Vijay Ramesh

2012-06-07T23:59:59.000Z

Note: This page contains sample records for the topic "bridge corey butte" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


141

The Heart Failure Bridge Clinic Quality  

E-Print Network (OSTI)

The Heart Failure Bridge Clinic Quality Improvement Project My project involved working with my mentor, Tasha Beck Freitag, CRNP, MPH, CHFN, and loosely with Deirdre Flowers, MSN-MPH, who is the heart failure case manager. The heart failure bridge clinic (HFBC), is a standalone clinic that was created

von der Heydt, Rüdiger

142

Evacuation research ............... 3 Bridge collapse course............ 3  

E-Print Network (OSTI)

Inside · Evacuation research ............... 3 · Bridge collapse course............ 3 · Call with the Hubert H. Humphrey Institute of Public Affairs). CTS is coordinating the study with support from sponsors for research related to I-35W bridge collapse, share insight with media Two new research projects are under way

Minnesota, University of

143

Development of a bridge fault extractor tool  

E-Print Network (OSTI)

Bhat, B. Tech, Indian Institute of Technology, Bombay Co-Chairs of Advisory Committee: Dr. D. M. H. Walker Dr. Jiang Hu Bridge fault extractors... Bhat, B. Tech, Indian Institute of Technology, Bombay Co-Chairs of Advisory Committee: Dr. D. M. H. Walker Dr. Jiang Hu Bridge fault extractors...

Bhat, Nandan D.

2005-02-17T23:59:59.000Z

144

RECENT PROGRESS IN AMERICAN BRIDGE CONSTRUCTION  

Science Journals Connector (OSTI)

...bridge, to ship the pieces to a distant-site and find on erecting the structure in...concrete-steel arches of the bridge at Topeka, Kansas, were finished. The largest one has...the docks. This ferry is oper-ated by electricity. The loaded car, it;s hangers, trucks...

HENRY S. JACOBY

1902-07-04T23:59:59.000Z

145

Assessment of NDE Methods on Inspection of HDPE Butt Fusion Piping Joints for Lack of Fusion with Validation from Mechanical Testing  

SciTech Connect

Studies at the Pacific Northwest National Laboratory (PNNL) in Richland, Washington, are being conducted to evaluate nondestructive examinations (NDE) coupled with mechanical testing of butt fusion joints in high-density polyethylene (HDPE) pipe for assessing lack of fusion. The work provides information to the U.S. Nuclear Regulatory Commission (NRC) on the effectiveness of volumetric inspection techniques of HDPE butt fusion joints in Section III, Division 1, Class 3, buried piping systems in nuclear power plants. This paper describes results from preliminary assessments using ultrasonic and microwave nondestructive techniques and mechanical testing with the high-speed tensile impact test and the side-bend test for determining joint integrity. A series of butt joints were fabricated in 3408, 12-in. IPS DR-11 HDPE material by varying the fusion parameters to create good joints and joints containing a range of lack-of-fusion conditions. Six of these butt joints were volumetrically examined with time-of-flight diffraction (TOFD), phased-array (PA) ultrasound, and the Evisive microwave system. The outer-diameter weld beads were removed for the microwave inspection. In two of the four pipes, both the outer and inner weld beads were removed and the pipe joints re-evaluated. The pipes were sectioned and the joints destructively evaluated with the side-bend test by cutting portions of the fusion joint into slices that were planed and bent. The last step in this limited study will be to correlate the fusion parameters, nondestructive, and destructive evaluation results to validate the effectiveness of what each NDE technology detects and what each does not detect. The results of the correlation will be used in identifying any future work that is needed.

Anderson, Michael T.; Cinson, Anthony D.; Crawford, Susan L.; Doctor, Steven R.; Moran, Traci L.; Watts, Michael W.

2010-12-01T23:59:59.000Z

146

PRELIMINARY ASSESSMENT OF NDE METHODS ON INSPECTION OF HDPE BUTT FUSION PIPING JOINTS FOR LACK OF FUSION WITH VALIDATION FROM MECHANICAL TESTING  

SciTech Connect

Studies at the Pacific Northwest National Laboratory (PNNL) in Richland, Washington, are being conducted to evaluate nondestructive examinations (NDE) coupled with mechanical testing of butt fusion joints in high density polyethylene (HDPE) pipe for assessing lack of fusion. The work provides information to the United States Nuclear Regulatory Commission (NRC) on the effectiveness of volumetric inspection techniques of HDPE butt fusion joints in Section III, Division 1, Class 3, buried piping systems in nuclear power plants. This paper describes results from preliminary assessments using ultrasonic and microwave nondestructive techniques and mechanical testing with the high speed tensile impact test and the bend test for determining joint integrity. A series of butt joints were fabricated in 3408, 12 inch (30.5 cm) IPS DR-11 HDPE material by varying the fusion parameters to create good joints and joints containing a range of lack of fusion conditions. Six of these butt joints were volumetrically examined with time of flight diffraction (TOFD), phased array (PA) ultrasound, and the Evisive microwave system. The outer diameter (OD) weld beads were removed for microwave evaluation and the pipes ultrasonically re-evaluated. In two of the six pipes both the outer and inner diameter (ID) weld beads were removed and the pipe joints re-evaluated. Several of the pipes were sectioned and the joints destructively evaluated with the following techniques: high speed tensile test, bend test, and focused immersion ultrasound on a joint section removed from the pipe coupled with slicing through the joint and examining the revealed surfaces. The fusion parameters, nondestructive, and destructive evaluation results will be correlated to validate the effectiveness of what each NDE technology detects and what each does not detect. This is an initial limited study which will aid in identifying key future work.

Crawford, Susan L.; Doctor, Steven R.; Cinson, Anthony D.; Watts, Michael W.; Moran, Traci L.; Anderson, Michael T.

2010-07-22T23:59:59.000Z

147

Modeling walker synchronization on the Millennium Bridge  

Science Journals Connector (OSTI)

On its opening day the London Millennium footbridge experienced unexpected large amplitude wobbling subsequent to the migration of pedestrians onto the bridge. Modeling the stepping of the pedestrians on the bridge as phase oscillators, we obtain a model for the combined dynamics of people and the bridge that is analytically tractable. It provides predictions for the phase dynamics of individual walkers and for the critical number of people for the onset of oscillations. Numerical simulations and analytical estimates reproduce the linear relation between pedestrian force and bridge velocity as observed in experiments. They allow prediction of the amplitude of bridge motion, the rate of relaxation to the synchronized state and the magnitude of the fluctuations due to a finite number of people.

Bruno Eckhardt; Edward Ott; Steven H. Strogatz; Daniel M. Abrams; Allan McRobie

2007-02-12T23:59:59.000Z

148

SunShot Initiative: Bridging Research Interactions Through Collaborative  

NLE Websites -- All DOE Office Websites (Extended Search)

Bridging Research Interactions Bridging Research Interactions Through Collaborative Development Grants in Energy to someone by E-mail Share SunShot Initiative: Bridging Research Interactions Through Collaborative Development Grants in Energy on Facebook Tweet about SunShot Initiative: Bridging Research Interactions Through Collaborative Development Grants in Energy on Twitter Bookmark SunShot Initiative: Bridging Research Interactions Through Collaborative Development Grants in Energy on Google Bookmark SunShot Initiative: Bridging Research Interactions Through Collaborative Development Grants in Energy on Delicious Rank SunShot Initiative: Bridging Research Interactions Through Collaborative Development Grants in Energy on Digg Find More places to share SunShot Initiative: Bridging Research

149

A View from the Bridge - DOE Perspective | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

A View from the Bridge - DOE Perspective A View from the Bridge - DOE Perspective Broad view of DOE's approach to addressing transportation sector oil dependence...

150

Design of Earthquake Resistant Bridges Using Rocking Columns  

E-Print Network (OSTI)

Self-Compacting Concrete being2.2.2 Self-Compacting Concrete . . . . . 2.3 Bridge ColumnsBRIDGE CONSTRUCTION Self-Compacting Concrete The mechanical

Barthes, Clement Benjamin

2012-01-01T23:59:59.000Z

151

Bridging Research Interactions Through Collaborative Development Grants in Energy  

Energy.gov (U.S. Department of Energy (DOE))

The DOE Bridging Research Interactions through collaborative Development Grants in Energy (BRIDGE) program funds collaborative research teams to significantly lower the cost of solar energy systems...

152

Bridging the Gap between Fundamental Physics and Chemistry and...  

Office of Energy Efficiency and Renewable Energy (EERE) Indexed Site

Bridging the Gap between Fundamental Physics and Chemistry and Applied Models for HCCI Engines Bridging the Gap between Fundamental Physics and Chemistry and Applied Models for...

153

PERFORMANCE OF BRIDGE TIMBER TIES UNDER STATIC AND DYNAMIC LOADING  

E-Print Network (OSTI)

PERFORMANCE OF BRIDGE TIMBER TIES UNDER STATIC AND DYNAMIC LOADING K.A. Soudki and S.H. Rizkalla Department of Civil Engineering, University of Manitoba, Winnipeg, Manitoba, R3T 2N2 and A.S. Uppal Bridges of treated timber bridge ties under different load levels. A portion of a prototype bridge deck, consisting

154

BridgeLux | Open Energy Information  

Open Energy Info (EERE)

BridgeLux BridgeLux Jump to: navigation, search Logo: BridgeLux Name BridgeLux Address 1170 Sonora Court Place Sunnyvale, California Zip 94086 Sector Efficiency Product Designs and makes high power indium gallium nitride light emitting diodes Website http://www.bridgelux.com/ Coordinates 37.371138°, -121.998365° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":37.371138,"lon":-121.998365,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

155

MagLab - Wheatstone Bridge Tutorial  

NLE Websites -- All DOE Office Websites (Extended Search)

Interactive Tutorials Arrow Wheatstone Bridge This is a Java tutorial, which requires that you have Java, a free software, installed on your computer. It works best if you have the...

156

Composite Bridges New Developments in Europe  

Science Journals Connector (OSTI)

The present paper deals with new developments for composite bridges, as they have been opened recently to traffic. Firstly some indications are given for the materials used, i.e. weathering steel as an example fo...

P. Dubas

1991-01-01T23:59:59.000Z

157

Reliability of corroded steel bridge girders  

E-Print Network (OSTI)

Corrosion is one of the main causes of deterioration of bridges. Structures exposed to harsh environmental conditions are subjected to time-variant changes of their load-carrying capacity. Thus, there is a need for an ...

Cordahi, Irene A

2006-01-01T23:59:59.000Z

158

Synthesis, Structure, Bridge-Terminal Exchange Kinetics, and Molecular Orbital Calculations of Pyrazolate-Bridged Digallium Complexes Containing  

E-Print Network (OSTI)

Synthesis, Structure, Bridge-Terminal Exchange Kinetics, and Molecular Orbital Calculations of Pyrazolate-Bridged Digallium Complexes Containing Bridging Phenyl Groups Chatu T. Sirimanne, John E. KnoxVersity, Detroit, Michigan 48202 Received May 21, 2003; E-mail: chw@chem.wayne.edu Bridging of monoanionic

Schlegel, H. Bernhard

159

2013 SUNY LSAMP Bridge to the Doctorate Application Page 1 SUNY LSAMP Bridge to the Doctorate: University at Albany  

E-Print Network (OSTI)

2013 SUNY LSAMP Bridge to the Doctorate Application ­ Page 1 SUNY LSAMP Bridge to the Doctorate #12;2013 SUNY LSAMP Bridge to the Doctorate Application ­ Page 2 Have you applied for or have been A SEPARATE SHEET): #12;2013 SUNY LSAMP Bridge to the Doctorate Application ­ Page 3 PART IV ­ FUTURE PLANS

Kidd, William S. F.

160

The Pennsylvania State University www.BioEnergyBridge.psu.edu 1 BioEnergy Bridge  

E-Print Network (OSTI)

© The Pennsylvania State University www.BioEnergyBridge.psu.edu 1 Penn State BioEnergy# trichard@psu.edu rtw103@psu.edu www.bioenergy.psu.edu Biomass Energy Center #12;© The Pennsylvania State · The BioEnergy BridgeTM will address the full spectrum of challenges to our national priority of reducing

Lee, Dongwon

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161

NONLINEAR AERODYNAMIC ANALYSIS OF BRIDGES UNDER TURBULENT WINDS: THE NEW FRONTIER IN BRIDGE  

E-Print Network (OSTI)

NONLINEAR AERODYNAMIC ANALYSIS OF BRIDGES UNDER TURBULENT WINDS: THE NEW FRONTIER IN BRIDGE AERODYNAMICS Xinzhong Chen , Ahsan Kareem and Fred L. Haan, Jr. ¡ Department of Civil Engineering. These approaches are limited to linear structures in which nonlinearities in aerodynamic forces are ignored

Kareem, Ahsan

162

Salt Bridge Formation, Rev 9.1.99 Warner Instrument Corporation1  

E-Print Network (OSTI)

of agar salt bridges. The purpose of an agar salt bridge is to provide an electrical connection the agar 3) loading the bridges with agar 4) storing the bridges for later use Formation of bridges Bridge-shaped tube which will bridge the barrier from the electrode well to the preparation bath. While the geometry

Movileanu, Liviu

163

The Cost of the Technological Sublime: Daring Ingenuity and the new San Francisco-Oakland Bay Bridge  

E-Print Network (OSTI)

regional entity, the Golden Gate Bridge. Highway andinternationally known Golden Gate Bridge, which is in closeof the world-renowned Golden Gate Bridge and the Bay Bridges

Frick, Karen Trapenberg

2008-01-01T23:59:59.000Z

164

Seismic bridge response modification due to degradation of viscous dampers performance  

E-Print Network (OSTI)

Monitoring of Isolated Bridges: Parametric Analysis of theidentification procedure for bridge structures with energyUCSD. Cendron. (2008). Bridge response modification due to

Graziotti, Francesco

2010-01-01T23:59:59.000Z

165

Performance-Based Decision-Making in Post-Earthquake Highway Bridge Repair  

E-Print Network (OSTI)

Reinforced Concrete Bridge Columns by Steel Jacketing. SanDatabase for Concrete Bridge Components and Systems underMotion Level on Highway Bridge Costs. Program of Applied

Gordin, Eugene

2010-01-01T23:59:59.000Z

166

ODTs OTIA III Bridge Program: Three Years of Environmental Stewardship  

E-Print Network (OSTI)

February 2007. OTIA III Bridge Delivery Program. Monthlyfor ODOTs OTIA III State Bridge Delivery Program: Manyimpacts. The OTIA III State Bridge Delivery Program (the

Richards, Shelley D.; Ryan, Bill

2007-01-01T23:59:59.000Z

167

Shear performance of ASR/DEF damaged prestressed concrete trapezoidal box bridge girders.  

E-Print Network (OSTI)

??Concrete bridges in Texas have developed large cracks in bent caps and pretensioned trapezoidal bridge girders. The bridges show premature concrete deterioration due to alkali-silica (more)

Wang, Tz-Wei

2010-01-01T23:59:59.000Z

168

Golden Bridge Strategies | Open Energy Information  

Open Energy Info (EERE)

Bridge Strategies Bridge Strategies Jump to: navigation, search Name Golden Bridge Strategies Place San Francisco, California Sector Biofuels, Biomass, Hydrogen, Services, Vehicles Product Strategic advisory services Website http://www.gbstrategy.com Coordinates 37.7749295°, -122.4194155° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":37.7749295,"lon":-122.4194155,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

169

Bridging The Gap 2013 | ornl.gov  

NLE Websites -- All DOE Office Websites (Extended Search)

3 3 Mar 05 2013 03-05-2013 12:00 AM - 03-06-2013 05:00 PM Oak Ridge National Laboratory hosted the third annual Bridging the Gap on March 5-6, 2013. This event brought entrepreneurs, scientists, and technology transfer experts together to explore opportunities around the lab's most promising new technologies. Oak Ridge, TN CONTACT : Email: Cassie Lopez Phone:(865) 576-9294 Add to Calendar SHARE Bridging The Gap 2013 March 5-6, 2013 (Oak Ridge, TN) Tennessee A-B-C Conference Rooms (Building 5200) Oak Ridge National Laboratory hosted the third annual Bridging the Gap on March 5-6, 2013. This event brought entrepreneurs, scientists, and technology transfer experts together to explore opportunities around the lab's most promising new technologies. Keynote Address: Innovations at ORNL, Thom Mason

170

Nuclear deexcitation via an inelastic electronic bridge  

Science Journals Connector (OSTI)

The first experimental observation of nuclear deexcitation via an electronic-bridge mechanism has been reported recently by us. We observed deexcitation of the 30.7-keV (T1/2?13.6 yr) isomeric level of Nb93 via an inelastic electronic-bridge mechanism involving initial-state L electrons and final-state N5, or higher, electrons. In this work we report a general theoretical analysis of nuclear deexcitation via the inelastic electronic-bridge mechanism. Our estimate of the matrix element is based on solving the inhomogeneous Dirac equation for the external nuclear Coulomb field. Relativistic effects are allowed for and the external field is included in all orders. Specific calculations for Nb93 agree, within a factor of 4, with the experimental result.

D. Kekez; K. Pisk; A. Ljubii?; B. A. Logan

1986-10-01T23:59:59.000Z

171

Bridge Theory: Oltre la Frontiera Quantistica  

E-Print Network (OSTI)

Bridge Theory was born in 1979 from a simple idea. An observer of a dipolar source cannot measure instantaneously all the energy and momentum effectively produced along the own line of view because the source has not a spherical symmetry. This physical circumstance has as consequence that the energy and momentum localised inside the source zone is equivalent to one of a photon. The new approach to quantisation appears to be a bridge between quantum mechanics and electromagnetic theory with many intriguing future develops.

Massimo Auci

2009-01-25T23:59:59.000Z

172

Overweight permit formulas for simply supported bridges  

E-Print Network (OSTI)

of Moment Ratios 19 21 DETERMINATION OF GROUP WEIGHT BASED ON A GAGE OF 16 FT. . 32 Development of Allowable Moments . . . . Calculation of Distributed Loads and Group Weight DETERMINATION OF GROUP WEIGHT AND GAGE REDUCTION FORMULA BASED ON A 6 FT... Vehicle Configuration Example 3. AASHTO H15 Truck Loading 4. AASHTO H15 Lane Loading 5. Unknown Distributed Load Illustration 10 15 15 17 6. Typical H15 Simple Span Reinforced Concrete Bridge . 19 7. Typical H15 Simple Span Steel I-Beam Bridge...

Mattox, Michael Joseph

1992-01-01T23:59:59.000Z

173

Planar Hall effect bridge magnetic field sensors  

SciTech Connect

Until now, the planar Hall effect has been studied in samples with cross-shaped Hall geometry. We demonstrate theoretically and experimentally that the planar Hall effect can be observed for an exchange-biased ferromagnetic material in a Wheatstone bridge topology and that the sensor signal can be significantly enhanced by a geometric factor. For the samples in the present study, we demonstrate an enhancement of the sensor output by a factor of about 100 compared to cross-shaped sensors. The presented construction opens a new design and application area of the planar Hall effect, which we term planar Hall effect bridge sensors.

Henriksen, A. D.; Dalslet, B. T.; Skieller, D. H.; Lee, K. H.; Okkels, F.; Hansen, M. F. [Department of Micro- and Nanotechnology, DTU Nanotech, Technical University of Denmark, Building 345 East, DK-2800 Kongens Lyngby (Denmark)

2010-07-05T23:59:59.000Z

174

Bridge Frost Prediction by Heat and Mass Transfer Methods  

Science Journals Connector (OSTI)

Frost on roadways and bridges can present hazardous conditions to motorists, particularly when it occurs in patches or on bridges when adjacent roadways are clear of frost. To minimize materials costs, vehicle corrosion, and negative ...

Tina M. Greenfield; Eugene S. Takle

2006-03-01T23:59:59.000Z

175

Assessment of Bridge Inspection and Maintenance in the United States  

E-Print Network (OSTI)

Bridge inspection and maintenance is extremely important to the country since it is the economic lifeblood of the United States business and people relying upon them to do business and get to work. Although bridge disasters are relatively rare...

Kwok, Kin Yip George

2009-01-01T23:59:59.000Z

176

Carbon nanotubes and their application to very long span bridges  

E-Print Network (OSTI)

Spanning long distances in bridge construction relies mainly on the structure's efficiency and materials used. Whereas structural design for high rise building is fast-expanding, the overall design of long span bridges has ...

Damolini, Stphane

2009-01-01T23:59:59.000Z

177

A knowledge based approach to preliminary highway bridge design  

E-Print Network (OSTI)

This study examines the preliminary design of several types of highway bridges using a knowledge based approach. There are many different types of highway bridges and the ability to choose the best type of structure and a reasonable starting point...

Woodward, Richard Dean

2012-06-07T23:59:59.000Z

178

To Bridge LEDs' Green Gap, Scientists Think Small  

NLE Websites -- All DOE Office Websites (Extended Search)

To Bridge LEDs' Green Gap, Scientists Think Small To Bridge LEDs' Green Gap, Scientists Think Small Nanostructures Half a DNA Strand-Wide Show Promise for Efficient LEDs April 4,...

179

Modeling Liquid Bridge between Surfaces with Contact Angle Hysteresis  

Science Journals Connector (OSTI)

Another study on the liquid bridge was done by Fortes,(12) where a theoretical model was established to obtain the profiles of axisymmetric liquid bridges between two identical parallel plates. ... In this study, according to different boundary conditions, liquid bridges were classified as ? bridge (the plates were infinite and the contact angle ? were specified at the liquidplate boundaries) and r bridge (the plates were circular and of radius r, and the liquidplate contact lines were pinned at the edge of the plates), and the profiles of liquid bridges in both cases were obtained at given separation between the plates. ... Both symmetric and asymmetric liquid bridges were analyzed, and the effects of CAH on the liquid bridge profile, the adhesion force, and the energy cost during a loading cycle are discussed. ...

H. Chen; A. Amirfazli; T. Tang

2013-02-20T23:59:59.000Z

180

Imaging Intrinsic Diffusion of Bridge-Bonded Oxygen Vacancies...  

NLE Websites -- All DOE Office Websites (Extended Search)

Intrinsic Diffusion of Bridge-Bonded Oxygen Vacancies on TiO2(110). Imaging Intrinsic Diffusion of Bridge-Bonded Oxygen Vacancies on TiO2(110). Abstract: Since oxygen atom...

Note: This page contains sample records for the topic "bridge corey butte" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


181

A Theoretical Structural Impairment Detection System for Timber Railway Bridges  

E-Print Network (OSTI)

to higher bridge deflections, higher stresses in the stringers and rail, and shorter fatigue life of the system. A SIDS is proposed which links wheel path accelerations obtained from traversing freight cars to the condition of the bridge. In order...

Orsak, John

2012-07-16T23:59:59.000Z

182

Alternative designs of pier-scour protection for the Gupo and Subway Bridge  

E-Print Network (OSTI)

Alternative designs of pier-scour protection for the Gupo and Subway Bridge on the Lower Nakdong........................................................... 2 2.2 Bridge-pier information of Gupo and Subway Bridge ............................................. 3 CHAPTER 3. BRIDGE PIER SCOUR

Julien, Pierre Y.

183

The iron abundance of the Magellanic Bridge  

E-Print Network (OSTI)

High-resolution HST ultra-violet spectra for five B-type stars in the Magellanic Bridge and in the Large and Small Magellanic Clouds have been analysed to estimate their iron abundances. Those for the Clouds are lower than estimates obtained from late-type stars or the optical lines in B-type stars by approximately 0.5 dex. This may be due to systematic errors possibly arising from non-LTE effects or from errors in the atomic data as similar low Fe abundances having previously been reported from the analysis of the ultra-violet spectra of Galactic early-type stars. The iron abundance estimates for all three Bridge targets appear to be significantly lower than those found for the SMC and LMC by approximately -0.5 dex and -0.8 dex respectively and these differential results should not be affected by any systematic errors present in the absolute abundance estimates. These differential iron abundance estimates are consistent with the underabundances for C, N, O, Mg and Si of approximately -1.1 dex relative to our Galaxy previously found in our Bridge targets. The implications of these very low metal abundances for the Magellanic Bridge are discussed in terms of metal deficient material being stripped from the SMC.

P. L. Dufton; R. S. I. Ryans; H. M. A. Thompson; R. A. Street

2008-02-01T23:59:59.000Z

184

The Library as bridge Science and Art  

E-Print Network (OSTI)

/466515914_734739ada4.jpg Multidisciplinary space #12;Library displays #12;http://farm7.staticflickr.com/6203The Library as bridge between Science and Art Moriana Garcia and Shannon Robinson AAAS 2013 http & Engineering Library, University of Nevada, Flickr galleries #12;Oak Park Public Library http

Napp, Nils

185

Bridging mycorrhizal genomics, metagenomics and forest ecology  

E-Print Network (OSTI)

Meetings Bridging mycorrhizal genomics, metagenomics and forest ecology 6th New Phytologist of easily cultured saprotrophic fungi (among the first three published genomes were the models Saccharomyces or biotechnological interest, genomics is now poised to rapidly permeate the fields of fungal ecology and evolution

Pringle, Anne

186

Bridge Functionality Relationships for Improved Seismic Risk Assessment  

E-Print Network (OSTI)

Bridge Functionality Relationships for Improved Seismic Risk Assessment of Transportation Networks Jamie E. Padgett,a... M.EERI, and Reginald DesRoches,b... M.EERI Relationships between bridge damage and the resulting loss of functionality of the bridge are critical to assessing the impact of an earthquake event

Padgett, Jamie Ellen

187

REQUEST FOR BRIDGE FUNDING Schools of the Health Sciences  

E-Print Network (OSTI)

1 REQUEST FOR BRIDGE FUNDING Schools of the Health Sciences (Revised, December 2010) In light to provide bridge funding to the extent possible. The requests for funding will likely exceed the funds. For any given application to this program, if a decision is made to award bridge funding, that award

Sibille, Etienne

188

REQUEST FOR BRIDGE FUNDING Schools of the Health Sciences  

E-Print Network (OSTI)

1 REQUEST FOR BRIDGE FUNDING Schools of the Health Sciences (Revised, November 2013) In light Sciences and Dean, School of Medicine, will provide bridge funding as permitted by the merit of the request for such funds and funds available. A committee has been established to review the requests for bridge funding

Jiang, Huiqiang

189

REQUEST FOR BRIDGE FUNDING Schools of the Health Sciences  

E-Print Network (OSTI)

1 REQUEST FOR BRIDGE FUNDING Schools of the Health Sciences (Revised, August 2013*) In light Sciences and Dean, School of Medicine, will provide bridge funding as permitted by the merit of the request for such funds and funds available. A committee has been established to review the requests for bridge funding

Benos, Takis

190

Adaptive Management of Bluetooth Slave/Slave Bridge  

E-Print Network (OSTI)

Adaptive Management of Bluetooth Slave/Slave Bridge Jelena Misi´c and Vojislav B. Misi´c Abstract/Slave bridge. We assume that both piconets operate under exhaustive scheduling pol- icy, that slaves generate that the minimiza- tion of delay should use the time interval between bridge exchanges in order to minimize inter

Paris-Sud XI, Université de

191

REQUEST FOR BRIDGE FUNDING Schools of the Health Sciences  

E-Print Network (OSTI)

1 REQUEST FOR BRIDGE FUNDING Schools of the Health Sciences (Revised, October 2012) In light bridge funding as permitted by funds available. A committee has been established to review the requests for bridge funding and to make prioritized recommendations for awards to Dr. Levine. This process

Sibille, Etienne

192

Analysis of bridge mobility of violins Benjamin Elie, Francois Gautier  

E-Print Network (OSTI)

Analysis of bridge mobility of violins Benjamin Elie, Franc�ois Gautier Laboraoire d'Acoustique de on the bridge mobility of violins. The mobility, or mechanical admittance, quantifies the efficien- cy- ter the Skudrzyk's mean-value theorem, enables a global characterization of the bridge mobility

193

EOP Summer Bridge 2009 Application Last Name: First Middle Name  

E-Print Network (OSTI)

EOP Summer Bridge 2009 Application Last Name: First Middle Name: SFSU ID#: Email: Address: Street-2010 application and must be completed before May 30th in order to be eligible for Summer Bridge. Test Date for ELM to better serve students, Summer Bridge needs as much information as possible about its students. Please

194

REQUEST FOR BRIDGE FUNDING Schools of the Health Sciences  

E-Print Network (OSTI)

1 REQUEST FOR BRIDGE FUNDING Schools of the Health Sciences (Revised, October 2011) In light to provide bridge funding to the extent possible. The requests for funding will likely exceed the funds. For any given application to this program, if a decision is made to award bridge funding, that award

Sibille, Etienne

195

REQUEST FOR BRIDGE FUNDING Schools of the Health Sciences  

E-Print Network (OSTI)

1 REQUEST FOR BRIDGE FUNDING Schools of the Health Sciences (Revised, January 2009) In light to provide bridge funding to the extent possible. The requests for funding will likely exceed the funds. For any given application to this program, if a decision is made to award bridge funding, that award

Sibille, Etienne

196

THE CLASSIFICATION OF DEHN SURGERIES ON 2-BRIDGE KNOTS  

E-Print Network (OSTI)

THE CLASSIFICATION OF DEHN SURGERIES ON 2-BRIDGE KNOTS Mark Brittenham and Ying-Qing Wu Abstract. We will determine whether a given surgery on a 2-bridge knot is reducible, toroidal, Seifert bered-hyperbolic. Let Kp=q be a 2-bridge knot associated to the rational number p=q. When p 1 mod q, K is a torus knot

Brittenham, Mark

197

HIDDEN SYMMETRIES OF CYCLIC BRANCHED COVERINGS OF 2-BRIDGE KNOTS  

E-Print Network (OSTI)

HIDDEN SYMMETRIES OF CYCLIC BRANCHED COVERINGS OF 2-BRIDGE KNOTS MARCO RENI AND ANDREI VESNIN hyperbolic 3-manifolds Mn(K), which are n- fold cyclic branched coverings of 2-bridge knots K. We show the symmetry groups of knots and links (see [BZ], [Ka]). Particularly, the class of 2-bridge knots

198

"Chinese Bridge" U.S. High School Students Summer Camp  

E-Print Network (OSTI)

- "Chinese Bridge" U.S. High School Students Summer Camp Agreement Sponsored by the Office of Chinese Language Council International #12;"Chinese Bridge" Summer Camp Agreement "" p. 2 of 5 PARENT in the "Chinese Bridge" US High Schools Students Summer Camp July 17-August 1, 2014. I also confirm that my son

Caughman, John

199

Theoretical mechanics: Crowd synchrony on the Millennium Bridge  

Science Journals Connector (OSTI)

... the day it opened, the bridge started to sway from side to side: many pedestrians fell spontaneously into step with the bridge's vibrations, inadvertently amplifying them. Here we ... estimate the damping needed to stabilize other exceptionally crowded footbridges against synchronous lateral excitation by pedestrians. We model the bridge as a weakly damped and driven harmonic oscillator Md2Xdt2+BdXdt+ ...

Steven H. Strogatz; Daniel M. Abrams; Allan McRobie; Bruno Eckhardt; Edward Ott

2005-11-02T23:59:59.000Z

200

Cell Bridge: A Signal Transmission Element for Networked Sensing  

E-Print Network (OSTI)

Cell Bridge: A Signal Transmission Element for Networked Sensing A.Okada, Y.Makino, and H signals propagate with communication elements called "cell bridges" and requires neither radio sheet on various materials. We show the physical layer and the data link layer of the cell bridge. We

Shinoda, Hiroyuki

Note: This page contains sample records for the topic "bridge corey butte" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
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to obtain the most current and comprehensive results.


201

LSAMP Bridge to the Doctorate Louisiana State University  

E-Print Network (OSTI)

LSAMP Bridge to the Doctorate Louisiana State University Through the Louisiana Alliance is pleased to announce LA BRIDGES, a Louis Stokes Alliance for Minority Par cipa on Bridge to the Doc a ves 213 Hatcher Hall Baton Rouge, LA 70803 225.578.7230 ph 225.578.7231 fax h p://www.i3.lsu

Harms, Kyle E.

202

"Chinese Bridge" U.S. High School Students Summer Camp  

E-Print Network (OSTI)

short answer essay. If selected a s a c h a p e r o n to participate in the Chinese Bridge for American- "Chinese Bridge" U.S. High School Students Summer Camp Agreement Sponsored by the Office Of Chinese Language Council International #12;"Chinese Bridge" Summer Camp Agreement "" p. 2 of 4 CHAPERON

Caughman, John

203

The Normal Vibrations of Bridged X$_{2}$ Y$_{6}$ Molecules  

Science Journals Connector (OSTI)

...evidence that diborane has a bridge configuration rather than...that the terminal B-H links are normal single...the bonds forming the bridge are considerably weaker...greater length of the bridge links, and the small...hypothetical reaction 2BH B H involves the absorption...

1945-01-01T23:59:59.000Z

204

" -To Build a Twisted Bridge -" Carlo H. Squin  

E-Print Network (OSTI)

" - To Build a Twisted Bridge - " Carlo H. Séquin Computer Science Division, EECS Department-up on a discussion at the 1999 Bridges conference; it is a topological / geometrical study of how the structure of a Moebius band might be applied to bridges and/or buildings, with the possibility of creating an intriguing

O'Brien, James F.

205

DYNAMIC RESPONSE OF RAILROAD TIMBER BRIDGES , S.H. Rizkalla  

E-Print Network (OSTI)

1 DYNAMIC RESPONSE OF RAILROAD TIMBER BRIDGES A.S. Uppal l , S.H. Rizkalla 2 , and J.N. McLeod 3 ABSTRACT Timber bridges are still commonly used by North American rail- roads. For short spans, they offer attractive alternatives to other types of bridges, because they are more economical, faster to construct

206

Bridge-Node Selection and Loss Recovery in Island Multicast  

E-Print Network (OSTI)

Bridge-Node Selection and Loss Recovery in Island Multicast W.-P. Ken Yiu K.-F. Simon Wong S.-H in their bridge-node selection. H multicast-capable domains (the so-called islands) while overlay connections are used to bridge islands

Chan, Shueng-Han Gary

207

THE CLASSIFICATION OF DEHN SURGERIES ON 2-BRIDGE KNOTS  

E-Print Network (OSTI)

set [Th3,Ho,KOS,Z* *h]. It can be shown that surgery on a 2-bridge knot yields a manifold which THE CLASSIFICATION OF DEHN SURGERIES ON 2-BRIDGE whether a given surgery on a 2-bridge knot is * *reducible, toroidal, Seifert fibered, or hyperbolic

Brittenham, Mark

208

ELECTROMAGNETIC PROPERTIES OF THE DAYEM BRIDGE M. T. LEVINSEN  

E-Print Network (OSTI)

ELECTROMAGNETIC PROPERTIES OF THE DAYEM BRIDGE M. T. LEVINSEN Physics Laboratory I, H. C. Abstract. 2014 The first measurements on the Dayem bridge showed that the behaviour in an applied microwave field was quite different from that of the Josephson tunnel junction. Measure- ments on bridges one

Boyer, Edmond

209

The Nano-Micro Interface Bridging the Micro  

E-Print Network (OSTI)

The Nano-Micro Interface Bridging the Micro and Nano Worlds. Edited by Hans-Jörg Fecht and Matthias- tion among researchers. The book The Nano-Micro Interface: Bridging the Micro and Nano Worlds fills one of these gaps. More specifically, this book, as its subtitle indicates, bridges the micro and nano worlds

Cao, Guozhong

210

Impedance Bridge With a 109 to 1 Range  

Science Journals Connector (OSTI)

... coils used in electronic and communication apparatus the Bell Laboratories have designed a wide-range audio-frequency bridge, and a carrier-frequency bridge, about twenty-five of which have been ... T. Wilhelm (Bell Lab. Rec, 23, No. 3; March 1945). The audio-frequency bridge can measure inductance from one microhenry to 1,000 henrys, and resistance ...

1945-11-24T23:59:59.000Z

211

Valuable bridges : cable-stayed bridges and value engineering in American civil engineering culture, 1969-1979  

E-Print Network (OSTI)

A history and theory of cable-stayed bridges in the context of a cultural discourse on civil construction projects' value, this thesis studies the significance of cable-stayed bridge designs to 'value engineering' objectives ...

Samuels, Fallon M. (Fallon Michele)

2007-01-01T23:59:59.000Z

212

Busted Butte Unsaturated Zone Transport Test: Fiscal Year 1998 Status Report Yucca Mountain Site Characterization Program Deliverable SPU85M4  

SciTech Connect

This report describes the status of the Busted Butte Unsaturated Zone Transport Test (UZTT) and documents the progress of construction activities and site and laboratory characterization activities undertaken in fiscal year 1998. Also presented are predictive flow-and-transport simulations for Test Phases 1 and 2 of testing and the preliminary results and status of these test phases. Future anticipated results obtained from unsaturated-zone (UZ) transport testing in the Calico Hills Formation at Busted Butte are also discussed in view of their importance to performance assessment (PA) needs to build confidence in and reduce the uncertainty of site-scale flow-and-transport models and their abstractions for performance for license application. The principal objectives of the test are to address uncertainties associated with flow and transport in the UZ site-process models for Yucca Mountain, as identified by the PA working group in February 1997. These include but are not restricted to: (1) The effect of heterogeneities on flow and transport in unsaturated and partially saturated conditions in the Calico Hills Formation. In particular, the test aims to address issues relevant to fracture-matrix interactions and permeability contrast boundaries; (2) The migration behavior of colloids in fractured and unfractured Calico Hills rocks; (3) The validation through field testing of laboratory sorption experiments in unsaturated Calico Hills rocks; (4) The evaluation of the 3-D site-scale flow-and-transport process model (i.e., equivalent-continuum/dual-permeability/discrete-fracture-fault representations of flow and transport) used in the PA abstractions for license application; and (5) The effect of scaling from lab scale to field scale and site scale.

Bussod, G.Y.; Turin, H.J.; Lowry, W.E.

1999-11-01T23:59:59.000Z

213

Bridging the Gap 2011 | ornl.gov  

NLE Websites -- All DOE Office Websites (Extended Search)

1 1 Apr 05 2011 04-05-2011 08:00 AM - 04-06-2011 05:00 PM Oak Ridge National Laboratory's Partnerships Directorate will host Bridging the Gap, a unique technology commercialization event, April 5-6 at Oak Ridge National Laboratory. Oak Ridge, TN Oak Ridge National Laboratory CONTACT : Email: Cassie Lopez Phone:(865) 576-9294 Add to Calendar SHARE Oak Ridge National Laboratory's Partnerships Directorate will host Bridging the Gap, a unique technology commercialization event, April 5-6 at Oak Ridge National Laboratory. The event will provide investors and entrepreneurs opportunities to learn about promising ORNL technologies available for license and to hear from ORNL licensees seeking growth capital. There will also be opportunities to tour ORNL's world-class research facilities and network with some of the

214

Supersonic Downflows in a Sunspot Light Bridge  

Science Journals Connector (OSTI)

We report the discovery of supersonic downflows in a sunspot light bridge using measurements taken with the spectropolarimeter onboard the Hinode satellite. The downflows occur in small patches close to regions where the vector magnetic field changes orientation rapidly, and are associated with anomalous circular polarization profiles. An inversion of the observed Stokes spectra reveals velocities of up to 10 km s1, making them the strongest photospheric flows ever measured in light bridges. Some (but not all) of the downflowing patches are cospatial and cotemporal with brightness enhancements in chromospheric Ca II H filtergrams. We suggest that these flows are due to magnetic reconnection in the upper photosphere/lower chromosphere, although other mechanisms cannot be ruled out.

Rohan E. Louis; Luis R. Bellot Rubio; Shibu K. Mathew; P. Venkatakrishnan

2009-01-01T23:59:59.000Z

215

Ha Emission from the Magellanic Bridge  

E-Print Network (OSTI)

We present here a preliminary report and commentary of recently processed observations of Ha emission towards the Magellanic Bridge. These data have been analysed in an attempt to quantify the extent to which the stellar population is capable of reshaping the local ISM. We find that the Ha emission regions are small, weak and sparsely distributed, consistent with a relatively quiescent and inactive ISM where radiative and collisional ionisation is inefficient and sporadic. This suggests that energetic processes at the small scale (i.e. ~tens of pc) do not dominate the energy balance within the ISM of the Bridge, which therefore hosts a pristine turbulent structure, otherwise inaccessible within our own Galaxy. We find Ha emission that is well correlated with detected 12CO(1-0) line emission (a proxy for molecular hydrogen), as well as other easily identified ring-like HI features.

E. Muller; Q. Parker

2007-06-27T23:59:59.000Z

216

SUPERSONIC DOWNFLOWS IN A SUNSPOT LIGHT BRIDGE  

SciTech Connect

We report the discovery of supersonic downflows in a sunspot light bridge using measurements taken with the spectropolarimeter onboard the Hinode satellite. The downflows occur in small patches close to regions where the vector magnetic field changes orientation rapidly, and are associated with anomalous circular polarization profiles. An inversion of the observed Stokes spectra reveals velocities of up to 10 km s{sup -1}, making them the strongest photospheric flows ever measured in light bridges. Some (but not all) of the downflowing patches are cospatial and cotemporal with brightness enhancements in chromospheric Ca II H filtergrams. We suggest that these flows are due to magnetic reconnection in the upper photosphere/lower chromosphere, although other mechanisms cannot be ruled out.

Louis, Rohan E.; Mathew, Shibu K.; Venkatakrishnan, P. [Udaipur Solar Observatory, Physical Research Laboratory, Dewali, Badi Road, Udaipur, Rajasthan-313004 (India); Bellot Rubio, Luis R., E-mail: eugene@prl.res.i [Instituto de Astrofisica de Andalucia (CSIC), Apartado de Correos 3004, 18080 Granada (Spain)

2009-10-10T23:59:59.000Z

217

Bridging the Gap: Linking Simulation and Testing  

SciTech Connect

The Materials Genome Initiative (MGI) which is a key enabler for the Advanced Manufacturing Partnership, announced in 2011 by U.S. President Barack Obama, was established to accelerate the development and deployment of advanced materials. The MGI is driven by the need to "bridge the gap" between (I) experimental results and computational analysis to enable the rapid development and validation of new mateirals, and (II) the processes required to convert these materials into useable goods.

Krajewski, Paul E.; Carsley, John; Stoudt, Mark R.; Hovanski, Yuri

2012-09-01T23:59:59.000Z

218

Information Bridge: DOE Scientific and Technical Information - Widget  

Office of Scientific and Technical Information (OSTI)

Information Bridge Widget Information Bridge Widget You can access key features from the Department of Energy's Office of Scientific and Technical Information (DOE/OSTI) by downloading the Information Bridge widget. Use the widget to search, receive alerts, and top documents. If you wish you may download and install this widget using its html inclusion code. Get the Information Bridge widget and many other great free widgets at Widgetbox! Not seeing a widget? (More info) Search: provides the capability to search the Information Bridge full-text document and bibliographic citations of DOE research report literature. Alerts: provides the functionally for users with e-mail notification of updates to website content in specific areas of interest. By registering with Information Bridge, users can select search queries that are regularly

219

THE CLASSIFICATION OF DEHN SURGERIES ON 2BRIDGE KNOTS  

E-Print Network (OSTI)

THE CLASSIFICATION OF DEHN SURGERIES ON 2­BRIDGE KNOTS Mark Brittenham and Ying­Qing Wu Abstract. We will determine whether a given surgery on a 2­bridge knot is reducible, toroidal, Seifert fibered surgeries are non­hyperbolic. Let K p=q be a 2­bridge knot associated to the rational number p=q. When p j

Brittenham, Mark

220

Burnt-bridge mechanism of molecular motor motion  

Science Journals Connector (OSTI)

Motivated by a biased diffusion of molecular motors with the bias dependent on the state of the substrate, we investigate a random walk on a one-dimensional lattice that contains weak links (called bridges) which are affected by the walker. Namely, a bridge is destroyed with probability p when the walker crosses it; the walker is not allowed to cross it again and this leads to a directed motion. The velocity of the walker is determined analytically for equidistant bridges. The special case of p=1 is more tractableboth the velocity and the diffusion constant are calculated for uncorrelated locations of bridges, including periodic and random distributions.

T. Antal and P. L. Krapivsky

2005-10-06T23:59:59.000Z

Note: This page contains sample records for the topic "bridge corey butte" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


221

EPICS MDSplus Bridge Dana Mastrovito | Princeton Plasma Physics...  

NLE Websites -- All DOE Office Websites (Extended Search)

EPICS MDSplus Bridge Dana Mastrovito This software connects two open source software packages (EPICS and MDSplus) used on NSTX. No.: M-809...

222

Bridge-safety monitoring technology, Los Alamos National Lab  

SciTech Connect

A novel use of a model helicopter and inexpensive sensors allows inaccessible portions of highway bridges to be checked for structural stability or damage.

2008-03-04T23:59:59.000Z

223

Catalysis by Design: Bridging the Gap between Theory and Experiments...  

Office of Energy Efficiency and Renewable Energy (EERE) Indexed Site

between Theory and Experiments Catalysis by Design: Bridging the Gap between Theory and Experiments Poster presentation at the 2007 Diesel Engine-Efficiency & Emissions Research...

224

Assessment of Passive Fire Protection on Steel-Girder Bridges.  

E-Print Network (OSTI)

?? Bridges in the US are severely damaged or suffer collapse from fires at significant rates, even when compared to other hazards such as earthquakes. (more)

Davidson, Michael

2012-01-01T23:59:59.000Z

225

Characterization of Delayed Ettringite Formation in Maryland Bridges .  

E-Print Network (OSTI)

??The research investigated the significance of Delayed Ettringite Formation (DEF) presences in the Maryland Bridge Inventory. The objective of the research included investigating possible presence (more)

Ceary, Micah

2007-01-01T23:59:59.000Z

226

Electronic bridge process in 229Th^+  

E-Print Network (OSTI)

We have studied the effect of atomic electrons on the nuclear transition from the isomeric {229m}Th state to the ground {229g}Th state in {229}Th+ due to the electronic bridge process. The exact value of the nuclear transition frequency is unknown so far; therefore, we have developed a formalism that can be used for any nuclear transition frequency. We have calculated positions of several high-lying even-parity states which are not presented in experimental atomic spectra databases. We have found their energy levels and g factors.

S. G. Porsev; V. V. Flambaum

2010-02-12T23:59:59.000Z

227

Dialkylenecarbonate-Bridged Polysilsesquioxanes. Hybrid Organic Sol-Gels with a Thermally Labile Bridging Group  

SciTech Connect

In this paper, we introduce a new approach for altering the properties of bridged polysilsesquioxane xerogels using post-processing modification of the polymeric network. The bridging organic group contains latent functionalities that can be liberated thermally, photochemically, or by chemical means after the gel has been processed to a xerogel. These modifications can produce changes in density, volubility, porosity, and or chemical properties of the material. Since every monomer possesses two latent functional groups, the technique allows for the introduction of high levels of functionality in hybrid organic-inorganic materials. Dialkylenecarbonate-bridged polysilsesquioxane gels were prepared by the sol-gel polymerization of bis(triethoxysilylpropyl)carbonate (1) and bis(triethoxysilylisobutyl)-carbonate (2). Thermal treatment of the resulting non-porous xerogels and aerogels at 300-350 C resulted in quantitative decarboxylation of the dialkylenecarbonate bridging groups to give new hydroxyalkyl and olefinic substituted polysilsesquioxane monolithic xerogels and aerogels that can not be directly prepared through direct sol-gel polymerization of organotrialkoxysilanes.

Loy, D.A.; Beach, J.V.; Baugher, B.M.; Assink, R.A.; Shea, K.J.; Tran, J.; Small, J.H.

1999-04-21T23:59:59.000Z

228

I-35W Bridge Monitoring (1) Monitoring and Modeling of the I-35W  

E-Print Network (OSTI)

I-35W Bridge Monitoring (1) Monitoring and Modeling of the I-35W St. Anthony Falls Bridge Brock Hedegaard, Catherine French, and Carol Shield University of Minnesota May 23, 2013 #12;I-35W Bridge Monitoring (2) Outline · Descrip)on of bridge · Smart-bridge instrumenta

Minnesota, University of

229

Fabrication procedure effects on fatigue resistance of rib -to-deck welded joints of steel orthotropic bridge decks  

E-Print Network (OSTI)

International Orthotropic Bridge Conference (CD-ROM),fatigue evaluation of steel bridges. International Journalfor the Bronx-Whitestone Bridge rehabilitation. Journal of

Sim, Hyoung-Bo

2010-01-01T23:59:59.000Z

230

Paying the Toll: A Political History of the Golden Gate Bridge and Highway District, 1923-1971  

E-Print Network (OSTI)

Gate: the Construction of the Golden Gate Bridge and HighwayCommittee on Golden Gate Bridge and Highway District,versus the Golden Gate Bridge . . . . . . . . . . . . . . .

Dyble, Amy Louise Nelson

2003-01-01T23:59:59.000Z

231

2009.09.14_OECM-Requirements_for_Bridge_Insp.pdf | Department...  

Energy Savers (EERE)

09.09.14OECM-RequirementsforBridgeInsp.pdf 2009.09.14OECM-RequirementsforBridgeInsp.pdf 2009.09.14OECM-RequirementsforBridgeInsp.pdf More Documents & Publications...

232

A bridge between worlds: understanding network structure to understand change strategy  

E-Print Network (OSTI)

138 DOI 10.1007/s10833-009-9102-5 A bridge between worlds:can be conceptualized as bridges between aspects of policysuggest the importance of a bridge between central of?ce and

Daly, Alan J.; Finnigan, Kara S.

2010-01-01T23:59:59.000Z

233

An Analysis of Bridge Abutment Shear Key Behavior due to Embankment Modeling and Earthquake Intensity  

E-Print Network (OSTI)

Tan, B. S. (August 1990). Bridge Abutments: Formulation ofLinear Analysis of Ordinary Bridges Crossing Fault-RuptureZones. Journal of Bridge Engineering, ASCE , 203-215. 15.

Wasef, Nardin Mofid

234

Adding a Plank to the Bridge: Julia Armstrong-Zwart's Leadership at UC Santa Cruz  

E-Print Network (OSTI)

Adding a Plank to the Bridge: Julia Armstrong-Zwartsenough Adding a Plank to the Bridge: Julia Armstrong-ZwartsGod. Adding a Plank to the Bridge: Julia Armstrong-Zwarts

Reti, Irene H.; Armstrong-Zwart, Julia

2014-01-01T23:59:59.000Z

235

Development of composite renewal systems for rapid rehabilitation and construction of bridge decks  

E-Print Network (OSTI)

M.A. , Deck forms for girder bridges, in The Aberdeen Group.rebuilding the nation's bridges. 2008, American AssociationBettigole, N.H. , Replacing bridge decks. Civil Engineering,

Pridmore, Anna Beth

2009-01-01T23:59:59.000Z

236

Optimal inspection scheduling with alternative fatigue reliability formulations for steel bridges  

E-Print Network (OSTI)

Optimal inspection scheduling with alternative fatigue reliability formulations for steel bridges H, USA Keywords: steel bridges, structural reliability, fatigue, optimal inspection, fracture, plate girder, box girder ABSTRACT: A reliability-based method for inspection scheduling of steel bridges

Manuel, Lance

237

Capillary Surfaces: Stability from Families of Equilibria with Application to the Liquid Bridge  

Science Journals Connector (OSTI)

...of Equilibria with Application to the Liquid Bridge Brian James Lowry Paul H. Steen A method for determining the stability...is illustrated by application to the liquid bridge. Axisymmetric bridges with fixed contact lines under gravity are...

1995-01-01T23:59:59.000Z

238

Importance of Strong Connection Between Geosynthetic Reinforcement and Facing for GRS Integral Bridge  

Science Journals Connector (OSTI)

A new bridge system, called the GRS integral bridge, is proposed. This consists of an integral bridge, which integrates a pair of RC abutment and a continuous girder without using girder supports, and a pair o...

F. Tatsuoka; D. Hirakawa; H. Aizawa

2009-01-01T23:59:59.000Z

239

A Note on the Integral of a Brownian Bridge  

Science Journals Connector (OSTI)

8 June 1992 research-article A Note on the Integral of a Brownian Bridge David S. Dean Kalvis M. Jansons We consider a quadratic functional of a brownian bridge motivated by a model of polymers with bending moments in an elongational flow...

1992-01-01T23:59:59.000Z

240

Aeroelastic Analysis of Bridges: Effects of Turbulence and Aerodynamic Nonlinearities  

E-Print Network (OSTI)

Aeroelastic Analysis of Bridges: Effects of Turbulence and Aerodynamic Nonlinearities Xinzhong Chen for capturing the emerging concerns in bridge aerodynamics introduced by aerodynamic nonlinearities/or with aerodynamic characteristics sensitive to the effective angle of incidence. This paper presents a nonlinear

Kareem, Ahsan

Note: This page contains sample records for the topic "bridge corey butte" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


241

OVERALL BEHAVIOR AND MATERIAL CHARACTERIZATION OF PULTRUDED GFRP BRIDGE DECKS  

E-Print Network (OSTI)

for over 50 years in a variety of demanding applications, including aerospace, marine, and sporting in the aerospace and marine industries. Recently, light weight bridge deck systems made from Fiber Reinforced elements in a bridge superstructure due to deterioration of the wearing surface or degradation of the deck

242

Commensurability classes of 2-bridge knot complements & G. S. Walsh  

E-Print Network (OSTI)

Commensurability classes of 2-bridge knot complements A. W. Reid & G. S. Walsh Abstract We show that a hyperbolic 2-bridge knot complement is the unique knot comple- ment in its commensurability class. We also hyperbolic 3-manifolds M1 = H3 /1 and M2 = H3 /2 are commensu- rable if they have homeomorphic finite sheeted

Walsh, Genevieve

243

Mobile Model-Based Bridge Lifecycle Management Systems  

E-Print Network (OSTI)

Mobile Model-Based Bridge Lifecycle Management Systems Amin Hammad* , Cheng Zhang, Yongxin Hu, Montreal, Quebec, Canada H3G 1T7, Canada Abstract: This paper discusses the requirements for developing Mobile Model-based Bridge Lifecycle Management Systems (MMBLMSs). These new systems should link all

Hammad, Amin

244

Isostructuralism among `bridge-flipped' isomeric benzylideneanilines and phenylhydrazones  

Science Journals Connector (OSTI)

The crystal structures of three pairs of isomeric benzylideneanilines and one pair of isomeric phenylhydrazones are described. The pairs are `bridge-flipped' isomers, related by the reversal of the bridge of atoms connecting the major parts of the molecules; all pairs but one are isostructural.

Ojala, W.H.

2007-05-16T23:59:59.000Z

245

First Smart Bridge in Canada A. Guha-Thakurta  

E-Print Network (OSTI)

SUMMARY First Smart Bridge in Canada A. Guha-Thakurta City of Calgary, Calgary, Alberta, Canada A.A. Abdelrahman and S.H. Rizkalla University of Manitoba, Winnipeg, Manitoba, Canada G. Tadros Strait Crossing Inc smart prestressed concrete highway bridge built in Canada. A total of six pretensioned girders

246

FEA OF THE HORSETAIL CREEK BRIDGE STRENGTHENED WITH FRP LAMINATES  

E-Print Network (OSTI)

FEA OF THE HORSETAIL CREEK BRIDGE STRENGTHENED WITH FRP LAMINATES Kasidit Chansawat, Damian I. Kachlakev, Thomas H. Miller, and Solomon C.S. Yim ABSTRACT A three-dimensional finite element (FE) model is developed to examine the structural behavior of the Horsetail Creek Bridge in Oregon both before and after

Yim, Solomon C.

247

PROVENCHER BRIDGE OVER THE RED RIVER WINNIpEG, MANITOBA  

E-Print Network (OSTI)

ABSTRACT PROVENCHER BRIDGE OVER THE RED RIVER WINNIpEG, MANITOBA C.D. Stewart and B.D. Thompson Wardrop Engineering Inc. Winnipeg, Manitoba and S.H. Rizkalla Civil Engineering Department University of Manitoba Winnipeg, Manitoba Alternative design schemes to replace the 76-year-old Provencher Bridge over

248

Mobile Model-Based Bridge Lifecycle Management Systems  

E-Print Network (OSTI)

Mobile Model-Based Bridge Lifecycle Management Systems Amin Hammad* Concordia Institute for Information Systems Engineering 1425 René Lévesque Boulevard, Montréal, Québec, H3G 1T7, Canada Cheng Zhang University Abstract: This paper discusses the requirements for developing Mobile Model-based Bridge Lifecycle

Hammad, Amin

249

THE 2005 FHWA CONFERENCE Integral Abutment and Jointless Bridges  

E-Print Network (OSTI)

Case Study ­ Jointless Bridge Beltrami County State Aid Highway 33 Over Mississippi River in Ten Lake Improvement J. Horvath 281 P-y Curves from Pressuremeter Testing at Kings Creek Bridge, WV Route 2, Hancock County, West Virginia W. Kutschke, B. Grajales 292 Effective Temperature and Longitudinal Movement

Horvath, John S.

250

Latent Class Models in action: Bridging social capital & Internet usage  

Science Journals Connector (OSTI)

Abstract This paper explores how Latent Class Models (LCM) can be applied in social research, when the basic assumptions of regression models cannot be validated. We examine the usefulness of this method with data collected from a study on the relationship between bridging social capital and the Internet. Social capital is defined here as the resources that are potentially available in ones social ties. Bridging is a dimension of social capital, usually related to weak ties (acquaintances), and a source of instrumental resources such as information. The study surveyed a stratified random sample of 417 inhabitants of Lisbon, Portugal. We used LCM to create the variable bridging social capital, but also to estimate the relationship between bridging social capital and Internet usage when we encountered convergence problems with the logistic regression analysis. We conclude by showing a positive relationship between bridging and Internet usage, and by discussing the potential of LCM for social science research.

Barbara Barbosa Neves; Jaime R.S. Fonseca

2015-01-01T23:59:59.000Z

251

VPR RESEARCH BRIDGE PROGRAM Objective: Toprovide short-term,limitedfinancial support whenexternallyfundedresearchprogramshave  

E-Print Network (OSTI)

VPR RESEARCH BRIDGE PROGRAM Objective: Toprovide short-term,limitedfinancial support following: pastrecord of external funding,effortsunderwaytosecure external fundingbeyondthe bridge

Kihara, Daisuke

252

Evaluation of accelerated bridge construction methods and designs in the state of Iowa.  

E-Print Network (OSTI)

??Accelerated bridge construction (ABC) is the general term given to a variety of approaches aimed at reducing construction durations of bridge projects. Using these approaches (more)

Becker, Matthew Fred

2009-01-01T23:59:59.000Z

253

ANUDISflM-37 SMART BRIDGE: A TOOL FOR ESTIMATING THE MILITARY LOAD CLASSIFICATION OF BRIDGES  

Office of Scientific and Technical Information (OSTI)

ANUDISflM-37 ANUDISflM-37 SMART BRIDGE: A TOOL FOR ESTIMATING THE MILITARY LOAD CLASSIFICATION OF BRIDGES USING VARYING LEVELS OF INFORMATION Decision and Information Sciences Division Argonne National Laboratory Operated by The University of Chicago, under Contract W-31-109-Eng-38, for the United States Department of Energy Argonne National Laboratory Argonne National Laboratory, with facilities in the states of Illinois and Idaho, is owned by the United States Government, and operated by the University of Chicago under the provisions of a contract with the Department of Energy. This technical memo is a product of Argonne's Decision and Information Sciences (DE) Division. For information on the division's scientific and engineering activities, contact: Director, Decision and Information

254

Switchbacks and the Bridge to Nowhere  

E-Print Network (OSTI)

This paper is in three parts: Part 1 explains the relevance of Einstein-Rosen bridges for one-sided black holes. Like their two-sided counterparts, one-sided black holes are connected to ERBs whose growth tracks the increasing complexity of the quantum state. Quantitative solutions for one-sided ERBs are presented in the appendix. Part 2 calls attention to the work of Nielsen and collaborators on the geometry of quantum complexity. This geometric formulation of complexity provides a valuable tool for studying the evolution of complexity for systems such as black holes. Part 3 applies the Nielsen approach to geometrize two related black hole quantum phenomena: the rapid mixing of information through fast-scrambling; and the time dependence of the complexity of precursors, in particular the switchback effect.

Susskind, Leonard

2014-01-01T23:59:59.000Z

255

Switchbacks and the Bridge to Nowhere  

E-Print Network (OSTI)

This paper is in three parts: Part 1 explains the relevance of Einstein-Rosen bridges for one-sided black holes. Like their two-sided counterparts, one-sided black holes are connected to ERBs whose growth tracks the increasing complexity of the quantum state. Quantitative solutions for one-sided ERBs are presented in the appendix. Part 2 calls attention to the work of Nielsen and collaborators on the geometry of quantum complexity. This geometric formulation of complexity provides a valuable tool for studying the evolution of complexity for systems such as black holes. Part 3 applies the Nielsen approach to geometrize two related black hole quantum phenomena: the rapid mixing of information through fast-scrambling; and the time dependence of the complexity of precursors, in particular the switchback effect.

Leonard Susskind; Ying Zhao

2014-08-12T23:59:59.000Z

256

A bridge to lower overhead quantum computation  

E-Print Network (OSTI)

Two primary challenges stand in the way of practical large-scale quantum computation, namely achieving sufficiently low error rate quantum gates and implementing interesting quantum algorithms with a physically reasonable number of qubits. In this work we address the second challenge, presenting a new technique, bridge compression, which enables remarkably low volume structures to be found that implement complex computations in the surface code. The surface code has a number of highly desirable properties, including the ability to achieve arbitrarily reliable computation given sufficient qubits and quantum gate error rates below approximately 1%, and the use of only a 2-D array of qubits with nearest neighbor interactions. As such, our compression technique is of great practical relevance.

Austin G. Fowler; Simon J. Devitt

2012-09-04T23:59:59.000Z

257

Duality : A Bridge Between Physics And Philosophy?  

E-Print Network (OSTI)

A generalized view of Duality is offered as a bridge between physical sciences and the more abstract philosophical dimensions bordering on mysticism. To that end several examples of duality are first cited from from conventional physics sectors to illustrate the obvious powers of this principle. These include items from reciprocity in Newtonian mechanics to the problem of measurement duality that characterizes quantum mechanics. It is also noted that the latter has acquired a renewed interest in recent times, consequent on the emergence of new experimental techniques for testing the actual laboratory outcomes of traditional gedanken experiments, hitherto taken for granted. Against this background, the Duality principle is sought to be extended to the mystical domain, with convincing examples from various human level experiences.

A. N. Mitra

2006-05-12T23:59:59.000Z

258

BIANCHI, THOMAS S., COREY LAMBERT, PETER H. SANTSCHI, M ...  

Science Journals Connector (OSTI)

to generate more heat than the peristaltic pumps com- monly used in other .... Center for Coastal and Marine Studies. Department of Biology .... Geo- chim. Cosmochim. Acta 53: 699-707. SANTSCHI, P. H., AND OTHERS. 1995. Isotopic and...

259

Paying the Toll: A Political History of the Golden Gate Bridge and Highway District, 1923-1971  

E-Print Network (OSTI)

Final Environmental Statement Golden Gate Bridge, HighwayGolden Gate Bridge Highway and Transportation District, Draft Environmental

Dyble, Amy Louise Nelson

2003-01-01T23:59:59.000Z

260

Metallicity and Physical Conditions in the Magellanic Bridge  

E-Print Network (OSTI)

We present a new analysis of the diffuse gas in the Magellanic Bridge (RA>3h) based on HST/STIS E140M and FUSE spectra of 2 early-type stars lying within the Bridge and a QSO behind it. We derive the column densities of HI (from Ly\\alpha), NI, OI, ArI, SiII, SII, and FeII of the gas in the Bridge. Using the atomic species, we determine the first gas-phase metallicity of the Magellanic Bridge, [Z/H]=-1.02+/-0.07 toward one sightline, and -1.7H]Bridge gas along our three lines of sight is ~70-90% ionized, despite high HI columns, logN(HI)=19.6-20.1. Possible sources for the ongoing ionization are certainly the hot stars within the Bridge, hot gas (revealed by OVI absorption), and leaking photons from the SMC and LMC. From the analysis of CII*, we deduce that the overall density of the Bridge must be low (<0.03-0.1 cm^-3). We argue that our findings combined with other recent observational results should motivate new models of the evolution of the SMC-LMC-Galaxy system.

N. Lehner; J. C. Howk; F. P. Keenan; J. V. Smoker

2008-01-16T23:59:59.000Z

Note: This page contains sample records for the topic "bridge corey butte" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


261

Metallicity and Physical Conditions in the Magellanic Bridge  

Science Journals Connector (OSTI)

We present a new analysis of the diffuse gas in the Magellanic Bridge (R.A. 3h) based on HST STIS E140M and FUSE spectra of two early-type stars lying within the Bridge and a QSO behind it. We derive the column densities of the H I (from Ly?), N I, O I, Ar I, Si II, S II, and Fe II of the gas in the Bridge. Using the atomic species, we determine the first gas-phase metallicity of the Magellanic Bridge, -->[Z/H] = ? 1.02 0.07 toward one sight line and -->-1.7 Z/H] N(H I), we show that the Bridge gas along our three lines of sight is ~70%-90% ionized, despite high H I columns, --> log N(H I) 19.6 ? 20.1. Possible sources for the ongoing ionization are certainly the hot stars within the Bridge, hot gas (revealed by O VI absorption), and leaking photons from the SMC and LMC. From the analysis of C II*, we deduce that the overall density of the Bridge must be low (?3). We argue that our findings combined with other recent observational results should motivate new models of the evolution of the SMC-LMC-Galaxy system.

N. Lehner; J. C. Howk; F. P. Keenan; J. V. Smoker

2008-01-01T23:59:59.000Z

262

Regulation of Dams and Bridges Affecting Navigable Waters (Wisconsin) |  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Dams and Bridges Affecting Navigable Waters Dams and Bridges Affecting Navigable Waters (Wisconsin) Regulation of Dams and Bridges Affecting Navigable Waters (Wisconsin) < Back Eligibility Agricultural Commercial Construction Fed. Government Fuel Distributor General Public/Consumer Industrial Installer/Contractor Institutional Investor-Owned Utility Local Government Low-Income Residential Multi-Family Residential Municipal/Public Utility Nonprofit Residential Retail Supplier Rural Electric Cooperative Schools State/Provincial Govt Systems Integrator Transportation Tribal Government Utility Savings Category Water Buying & Making Electricity Home Weatherization Program Info Start Date 2007 State Wisconsin Program Type Siting and Permitting Provider Department of Natural Resources Chapter 31 of the Wisconsin Statutes lays out the regulations relevant to

263

Information Bridge: DOE Scientific and Technical Information - Former  

Office of Scientific and Technical Information (OSTI)

Archived Features Archived Features Nanotechnology nanoclusterhand Photo Courtesy of LANL Nanotechnology has a vitally important role to play in addressing the nation's energy, climate change and national security challenges. Nanotechnology Research results in Information Bridge Congratulations! Saul Perlmutter Photo Courtesy of LBNL Berkeley Lab's Saul Perlmutter wins Nobel Prize in Physics "For the discovery of the accelerating expansion of the Universe through observations of distant supernovae." The Supernova Cosmology Project, LBNL Dr. Perlmuter's research in Information Bridge Information Bridge Reference Linking The Office of Scientific and Technical Information (OSTI) is giving authors the opportunity to have their reports enhanced... - Reference Linking Information

264

Experiences with a two terminal-pair digital impedance bridge  

E-Print Network (OSTI)

This paper describes the realization of a two terminal-pair digital impedance bridge and the test measurements performed with it. The bridge, with a very simple architecture, is based on a commercial two-channel digital signal synthesizer and a synchronous detector. The bridge can perform comparisons between impedances having arbitrary phase and magnitude ratio: its balance is achieved automatically in less than a minute. $R$-$C$ comparisons with calibrated standards, at kHz frequency and 100 kohm magnitude level, give ratio errors of the order of $10^{-6}$, with potential for further improvements.

Callegaro, Luca; Kampik, Marian; Kim, Dan Bee; Ortolano, Massimo; Pourdanesh, Faranak

2014-01-01T23:59:59.000Z

265

Use and selection of bridges as day roosts by Rafinesque's Big Eared Bats.  

SciTech Connect

ABSTRACT.Rafinesques big-eared bats (Corynorhinus rafinesquii) use bridges as day roosts in parts of their range, but information on bridge use across their range is lacking. From May to Aug. 2002 we surveyed 1129 bridges (12.5%) within all 46 counties of South Carolina to determine use and selection of bridges as day roosts by big-eared bats and to document their distribution across the state. During summer 2003, we visited 235 bridges in previously occupied areas of the state to evaluate short-term fidelity to bridge roosts. We found colonies and solitary big-eared bats beneath 38 bridges in 2002 and 54 bridges in 2003. Construction type and size of bridges strongly influenced use in both years; bats selected large, concrete girder bridges and avoided flat-bottomed slab bridges. The majority of occupied bridges (94.7%) were in the Upper and Lower Coastal Plains, but a few bridges (5.3%) were located in the Piedmont. Rafinesques big-eared bats were absent beneath bridges in the Blue Ridge Mountains. We established new records of occurrence for 10 counties. In the Coastal Plains, big-eared bats exhibited a high degree of short-term fidelity to roosts in highway bridges. For bridges that were occupied at least once, mean frequency of use was 65.9%. Probability of finding bats under a bridge ranged from 0.46 to 0.73 depending on whether the bridge was occupied in the previous year. Thus, bridges should be inspected three to five times in a given year to determine whether they are being used. Regional bridge roost surveys may be a good method for determining the distribution of C. rafinesquii, particularly in the Coastal Plains, and protection of suitable bridges may be a viable conservation strategy where natural roost sites are limited.

Bennett, Frances, M.; Loeb, Susan, C.; Bunch, Mary, S.; Bowerman, William, W.

2008-03-01T23:59:59.000Z

266

Anatomy of Bridge Flutter: Some New Insights Xinzhong Chen, Ahsan Kareem  

E-Print Network (OSTI)

Anatomy of Bridge Flutter: Some New Insights Xinzhong Chen, Ahsan Kareem NatHaz Modeling Laboratory accuracy and effectiveness are demonstrated through a flutter analysis of a cable-stayed bridge and aerodynamics on bridge flutter, which helps in better tailoring of the bridge structural systems and deck

Kareem, Ahsan

267

NSF I-35W bridge grant ....... 2 CTS Executive Committee .... 2  

E-Print Network (OSTI)

Inside · NSF I-35W bridge grant ....... 2 · CTS Executive Committee .... 2 · TERRA event at the University of Minnesota September 2008 Bridge continued on page 2 SafeRoadMaps continued on page 3 Luncheon continued on page 4 Researchers analyze travel effects of bridge collapse The collapse of the I-35W bridge

Minnesota, University of

268

Bridge Seismic Retrofitting Practices in the Central and Southeastern United States  

E-Print Network (OSTI)

Bridge Seismic Retrofitting Practices in the Central and Southeastern United States Timothy Wright1 review of the seismic hazard, inventory, bridge vulnerability, and bridge retrofit practices in the Central and Southeastern United States CSUS . Based on the analysis of the bridge inventory in the CSUS

Padgett, Jamie Ellen

269

Cell-Bridge-Based Connection of High Density Sensor Elements Akimasa Okada  

E-Print Network (OSTI)

Cell-Bridge-Based Connection of High Density Sensor Elements Akimasa Okada ,Yasutoshi Makino , and Hiroyuki Shinoda In this paper, we propose a novel network system named "cell bridge system" for a high-density flexible sensor and actuator array. The cell bridge system consists of two elements, a "cell bridge

Shinoda, Hiroyuki

270

The San Francisco/Oakland Bay Bridge Will be Partially Closed Presidents' Day Weekend 2012  

E-Print Network (OSTI)

/or alternate bridges: Golden Gate, Richmond-San Rafael, San Mateo-Hayward, Dumbarton BART (BAY AREA RAPIDThe San Francisco/Oakland Bay Bridge Will be Partially Closed Presidents' Day Weekend 2012 In order to complete an essential step in the construction of the new Bay Bridge, the WESTBOUND DECK of the Bay Bridge

Hellerstein, Joseph M.

271

SALINITY AND TEMPERATURE IN SOUTH SAN FRANCISCO BAY, CALIFORNIA, AT DUMBARTON BRIDGE  

E-Print Network (OSTI)

-mean-square) Tide (height) at Dumbarton Bridge and the Golden Gate Bridge during 2000WYSALINITY AND TEMPERATURE IN SOUTH SAN FRANCISCO BAY, CALIFORNIA, AT DUMBARTON BRIDGE: RESULTS FROM . . . . . . . . . . . . . . . . . . . 25 Fig. 10. Time-series plots of daily mean salinity at Dumbarton Bridge for 1990WY-1993WY, 1994WY

272

Development of CFD Simulation for 3-D Flooding Flow and Scouring Around a Bridge Structure  

E-Print Network (OSTI)

Development of CFD Simulation for 3-D Flooding Flow and Scouring Around a Bridge Structure B of bridge failure during storms and floods. Simulation of scour-hole formation under the bridge deck and around the bridge piers, due to sediment entrainment and transport caused by flooding flow conditions

Kostic, Milivoje M.

273

East Grand St Bridge Snowmelt Low Temperature Geothermal Facility | Open  

Open Energy Info (EERE)

Bridge Snowmelt Low Temperature Geothermal Facility Bridge Snowmelt Low Temperature Geothermal Facility Jump to: navigation, search Name East Grand St Bridge Snowmelt Low Temperature Geothermal Facility Facility East Grand St Bridge Sector Geothermal energy Type Snowmelt Location Laramie, Wyoming Coordinates 41.3113669°, -105.5911007° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[]}

274

Bridging the Divide Between Poverty Reduction and Climate Change Through  

Open Energy Info (EERE)

Bridging the Divide Between Poverty Reduction and Climate Change Through Bridging the Divide Between Poverty Reduction and Climate Change Through Sustainable and Innovative Energy Technologies Jump to: navigation, search Tool Summary LAUNCH TOOL Name: Bridging the Divide Between Poverty Reduction and Climate Change Through Sustainable and Innovative Energy Technologies Agency/Company /Organization: Dr. Anilla Cherian Sector: Climate, Energy Focus Area: Renewable Energy Topics: Co-benefits assessment, - Energy Access, Low emission development planning, Pathways analysis Resource Type: Publications User Interface: Website Website: www.undp.ro/download/sustainable%20Innovative%20Energy%20Technologies% Cost: Free Language: English This expert report highlights the need to bridge the divide between climate change and poverty reduction through innovative energy technologies and to

275

BRIDGE: Branching Ratio Inquiry/Decay Generated Events  

E-Print Network (OSTI)

We present the manual for the program BRIDGE: Branching Ratio Inquiry/Decay Generated Events. The program is designed to operate with arbitrary models defined within matrix element generators, so that one can simulate events with small final-state multiplicities, decay them with BRIDGE, and then pass them to showering and hadronization programs. BRI can automatically calculate widths of two and three body decays. DGE can decay unstable particles in any Les Houches formatted event file. DGE is useful for the generation of event files with long decay chains, replacing large matrix elements by small matrix elements followed by sequences of decays. BRIDGE is currently designed to work with the MadGraph/MadEvent programs for implementing and simulating new physics models. In particular, it can operate with the MadGraph implementation of the MSSM. In this manual we describe how to use BRIDGE, and present a number of sample results to demonstrate its accuracy.

Patrick Meade; Matthew Reece

2007-03-05T23:59:59.000Z

276

Experimental Study of Bridge Scour in Cohesive Soil  

E-Print Network (OSTI)

The bridge scour depths in cohesive soil have been predicted using the scour equations developed for cohesionless soils due to scarce of studies about cohesive soil. The scour depths predicted by the conventional methods will result in significant...

Oh, Seung Jae

2011-02-22T23:59:59.000Z

277

Mag-Foot: a steel bridge inspection robot  

E-Print Network (OSTI)

A legged robot that moves across a steel structure is developed for steel bridge inspection. Powerful permanent magnets imbedded in each foot allow the robot to hang from a steel ceiling powerlessly. Although the magnets ...

Asada, Harry

278

History and technology of Lemuel Chenoweth's covered bridges  

E-Print Network (OSTI)

Lemuel Chenoweth was a carpenter and bridge builder who played a key role in the development of the infrastructure of antebellum Virginia. Theodore Burr and Lewis Wernwag are among the designers who influenced the structure ...

Gleave, Daniel Richard

2014-01-01T23:59:59.000Z

279

Inductive Effect of Alkyl Chains on Alcohol Dehydration at Bridge...  

NLE Websites -- All DOE Office Websites (Extended Search)

oxygen vacancy defects. For alcohols, it is well-established that their dissociation on bridge-bonded oxygen vacancies (BBOVs) of a prototypical TiO2(110) surface proceeds...

280

On the Chromaticity of Multi-Bridge Hypergraphs  

Science Journals Connector (OSTI)

A multi-bridge hypergraph is an h...-uniform linear hypergraph consisting of some linear paths having common extremities. In this paper it is proved that the multisets of path lengths of two chromatically equival...

S. A. Bokhary; Ioan Tomescu; Akhlaq Ahmad Bhatti

2009-05-01T23:59:59.000Z

Note: This page contains sample records for the topic "bridge corey butte" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


281

12th Annual Bridging Partnerships Small Business Symposium  

Energy.gov (U.S. Department of Energy (DOE))

The U.S. Department of Energy's Office of Small and Disadvantaged Business Utilization (OSDBU) and the Hanford Small Business Council present the 12th Annual Bridging Partnerships Small Business Symposium, Pasco, WA, from April 15-15, 2015.

282

Frequency content of current pulses in slapper detonator bridges  

SciTech Connect

DFT amplitudes are obtained for digital current pulse files. The frequency content of slapper detonator bridge current pulses is obtained. The frequencies are confined well within the passband of the CVR used to sample them.

Carpenter, K H

2006-12-18T23:59:59.000Z

283

Introduction to Coast Guard Bridge Permitting | Open Energy Informatio...  

Open Energy Info (EERE)

search OpenEI Reference LibraryAdd to library PermittingRegulatory Guidance - GuideHandbook: Introduction to Coast Guard Bridge PermittingPermittingRegulatory GuidanceGuide...

284

Seismic Isolation and Decrease of Seismic Effects on Bridges  

Science Journals Connector (OSTI)

A planned road bridge in an active seismic zone near the city of ilina in Slovakia was analysed for seismic effects. The seismic analysis has shown that an inelastic structural ... is very likely. Because of the...

Associate Professor Rudolf roch

2014-01-01T23:59:59.000Z

285

Nature of Bridging Bonds in Lithium and Potassium Acetate Dimers  

Science Journals Connector (OSTI)

The structures of lithium and potassium acetates were studied by the RHF/6-31G*...3COOLi)2 and (CH3COOK)2 are electrostatic in nature. The bridging lithium bond is intermediate between hydrogen and ionic, ... of ...

I. A. Panteleev; S. G. Semenov; D. N. Glebovskii

286

COLLOQUIUM: Compressed Air Energy Storage: The Bridge to Our...  

NLE Websites -- All DOE Office Websites (Extended Search)

April 30, 2014, 4:00pm to 5:30pm Colloquia MBG Auditorium COLLOQUIUM: Compressed Air Energy Storage: The Bridge to Our Renewable Energy Future Mr. Al Cavallo Consultant Compressed...

287

Vibration Testing of Bridge Stay Cables to Obtain Damping Values  

Science Journals Connector (OSTI)

This paper discusses a series of tests performed on a cable stayed bridge in British Columbia, Canada to obtain the cable damping properties. Free vibration tests were performed on selected cables, in two phases:...

Martin E. Turek; Carlos E. Ventura; Khaled Shawwaf

2011-01-01T23:59:59.000Z

288

The bump at the end of the bridge: an investigation  

E-Print Network (OSTI)

......................................... 214 8.12. Placement of the Clay Blocks ................................................................. 214 8.13. Finished Setup before Placing the Pavement and Approach Slab .......... 215 8.14. Rotating Arm.... 2 1.2. THE PROBLEM ADDRESSED The bump problem is usually addressed by placing an approach slab, which is intended to bridge over the settling area between the approach pavement and the bridge abutment. The intended function of an approach slab...

Seo, Jeong Bok

2005-02-17T23:59:59.000Z

289

DLX_CPU mem_ROM bridge mem_RAM  

E-Print Network (OSTI)

DLX_CPU mem_ROM bridge mem_RAM ring_device[i] ring_device[i+1]ring_device[i-1] connected is responsible of getting the instructions out of the ROM (program memory), the second stage is responsible_Device Memory Mem_ROM Mem_RAM RingDevice Bridge Device_Info * #12;Figure 3: Memory-Mapped Message Exchange 3

Aboulhamid, El Mostapha

290

Microsoft PowerPoint - 2009.10.27 Bridge Inspection Follow-up  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Bridge Inspection Status Bridge Inspection Status Cindy Hunt, P.E., LEED AP Facilities Engineer Office of Engineering and Construction Management U. S. Department of Energy October 27, 2009 Status of Operating Assets June 2009 October 2009 Compliant Inspection Date Compliant Inspection Date No Inspection Date All Vehicle Bridges 44% 65% 21% - Public Access 67% 44% 44% Train Bridges 50% 75% 25% All Pedestrian Bridges 43% 67% 0% - Public Access 100% 100% 0% 2 DOE Inventory: 60 Assets Vehicle Bridges: 43 (34 controlled, 9 public) Train Bridges: 5 controlled Pedestrian Bridges: 12 (7 controlled, 5 public) 3 What's Coming Next * FIMS change to provide Usage Codes for publically accessible bridges * FIMS change to provide Safety Inspection Date for all bridges * Programs complete necessary inspections, update usage codes and populate inspection dates

291

Strong enhancement of superconductivity in a nanosized Pb bridge  

Science Journals Connector (OSTI)

In recent experiments with a superconducting nanosized Pb bridge formed between a scanning tunneling microscope tip and a substrate, superconductivity has been detected at magnetic fields, that are a few times larger than the third (surface) critical field. We describe the observed phenomenon on the basis of a numerical solution of the Ginzburg-Landau equations in a model structure consisting of six conoids. The spatial distribution of the superconducting phase is shown to be strongly inhomogeneous, with a concentration of the superconducting phase near the narrowest part (the neck) of the bridge. We show that suppression of superconductivity in the bridge by applied magnetic field or by temperature first occurs near the bases and then in the neck region, what leads to a continuous superconducting-to-normal resistive transition. A position of the transition midpoint depends on temperature and, typically, is by one order of magnitude higher than the second critical field Hc2. We find that the vortex states can be realized in the bridge at low temperatures T/Tcbridge that are characterized by a varying vorticity as a function of the bridges height.

V.R. Misko; V.M. Fomin; J.T. Devreese

2001-06-15T23:59:59.000Z

292

Seismic response analyses of high-speed railway bridge round-ended piers using global bridge model  

Science Journals Connector (OSTI)

The non-linear failure occur in pier bottom which may cause the collapse or damage of bridge under high-level earthquake, lots of researchers have been paying more and more attention to the seismic behaviour of high-speed railway bridge piers with the development of high-speed railway. The seismic responses of high-speed railway round-ended piers are investigated in this paper. The global finite element model of the multi-span bridge simply supported bridge is set up under earthquake action, the round-ended piers are taken into account as part of whole bridge, by means of finite element software and moment-curvature relationship programme, the seismic responses of bridge piers are calculated under the different earthquake action combination, pier height and vehicle speed. Calculation results show that the seismic responses will increase with increment of speed of vehicles, pier height and seismic intensity, the elastic-plastic deformation will occur at the pier bottom under high-level earthquake action, and some measures such as lateral reinforced steel encryption should be taken into account to ensure safety.

Lingkun Chen; Lizhong Jiang; Peng Liu

2012-01-01T23:59:59.000Z

293

Risk-based Multiobjective Optimization Model for Bridge Maintenance Planning  

SciTech Connect

Determining the optimal maintenance plan is essential for successful bridge management. The optimization objectives are defined in the forms of minimizing life-cycle cost and maximizing performance indicators. Previous bridge maintenance models assumed the process of bridge deterioration and the estimate of maintenance cost are deterministic, i.e., known with certainty. This assumption, however, is invalid especially with estimates over a long time horizon of bridge life. In this study, we consider the risks associated with bridge deterioration and maintenance cost in determining the optimal maintenance plan. The decisions variables include the strategic choice of essential maintenance (such as silane treatment and cathodic protection), and the intervals between periodic maintenance. A epsilon-constrained Particle Swarm Optimization algorithm is used to approximate the tradeoff between life-cycle cost and performance indicators. During stochastic search for optimal solutions, Monte-Carlo simulation is used to evaluate the impact of risks on the objective values, at an acceptance level of reliability. The proposed model can facilitate decision makers to select the compromised maintenance plan with a group of alternative choices, each of which leads to a different level of performance and life-cycle cost. A numerical example is used to illustrate the proposed model.

Yang, I-T. [Associate Professor, National Taiwan University of Science and Technology (China); Hsu, Y.-S.

2010-05-21T23:59:59.000Z

294

A Statistical Investigation of H I in the Magellanic Bridge  

Science Journals Connector (OSTI)

We present results from two statistical analyses applied to a neutral hydrogen (H I) data set of the nearby tidal bridge in the Magellanic System. Primarily, analyses of the spatial power spectrum suggest that the Magellanic Bridge, historically considered to be a single contiguous feature, may in fact be a projection of two kinematically and morphologically distinct structures. The southern and more obviously turbulent parts appear to show structure organized similarly to the adjacent Small Magellanic Cloud (SMC), while the northern regions are shown to be relatively deficient in large-scale power. The extent of modification to the spatial power index by the velocity fluctuations is also highly variant across these parts of the Bridge. We find again that the northern part appears distinct from the southern part and from the SMC, in that the power spectrum is significantly more affected by slower velocity perturbations. We also probe the rate of spectral variation of the H I by measuring the spectral correlation function over selected regions. The results from this analysis highlight a tendency for the H I spectra within the bright parts of the Bridge to have a more persistent correlation in the east-west direction than in the north-south direction. These results are considered to be quantitative evidence for the tidal processes that are thought to have been active throughout the evolution of the Magellanic Bridge.

E. Muller; S. Stanimirovi?; E. Rosolowsky; L. Staveley-Smith

2004-01-01T23:59:59.000Z

295

The Magellanic Bridge: The Nearest Purely Tidal Stellar Population  

E-Print Network (OSTI)

We report on observations of the stellar populations in twelve fields spanning the region between the Magellanic Clouds, made with the Mosaic-II camera on the 4-meter telescope at the Cerro-Tololo Inter-American Observatory. The two main goals of the observations are to characterize the young stellar population (which presumably formed in situ in the Bridge and therefore represents the nearest stellar population formed from tidal debris), and to search for an older stellar component (which would have been stripped from either Cloud as stars, by the same tidal forces which formed the gaseous Bridge). We determine the star-formation history of the young inter-Cloud population, which provides a constraint on the timing of the gravitational interaction which formed the Bridge. We do not detect an older stellar population belonging to the Bridge in any of our fields, implying that the material that was stripped from the Clouds to form the Magellanic Bridge was very nearly a pure gas.

Jason Harris

2006-12-04T23:59:59.000Z

296

Baskett Butte - Sept 2009.indd  

NLE Websites -- All DOE Office Websites (Extended Search)

BPA has helped set aside almost 5,000 acres for wildlife mitigation in the Willamette Valley, providing long-lasting benefi ts that protect water quality, wildlife and habitat...

297

Evaluation of a new bridge formula for regulation of truck weights  

E-Print Network (OSTI)

.25. 9 Table 1. Selected Bridge Specifications Spans Max. Span (ft) Design Load Design Method Flange Yield Stress (psi) Girder Profile Bridge 1 3 280 HS20 SLD 40,000 Parabolic Bridge 2 2 50 HS20 LFD 50,000 Uniform Bridge 3 2 75 HS20 LFD 50... been commonly used in the past, Working Stress Design (WSD) or Service Load Design (SLD) and Load Factor Design (LFD). Most bridges, till the recent past were designed by one of the two methods and hence a vast majority of the bridges in the nation...

Contractor, Yateesh Jaykishan

2005-11-01T23:59:59.000Z

298

Protein Bridges DNA Base and Nucleotide Excision Repair Pathways  

NLE Websites -- All DOE Office Websites (Extended Search)

Protein Bridges DNA Base and Protein Bridges DNA Base and Nucleotide Excision Repair Pathways Protein Bridges DNA Base and Nucleotide Excision Repair Pathways Print Wednesday, 28 October 2009 00:00 Alkyltransferase proteins (AGT) protect cells from the biological effects of DNA damage caused by the addition of alkyl groups (alkylation). Alkyltransferase-like proteins (ATLs) can do the same, but they lack the reactive cysteine residue that allows the alkyltransferase function, and the mechanism for cell protection has remained unknown. To address this mystery, a British-American team lead by researchers at the Scripps Research Institute recently applied a combination of x-ray structural, biochemical, and genetic studies to ATLs in the yeast Schizosaccharomyces pombe without and with damaged DNA. By showing how a process called non-enzymatic nucleotide flipping activates ATL-initiated DNA repair, their results may improve our understanding of genomic integrity and responses to DNA damage relevant to pathogens and cancer development.

299

Empirical bridge function for strongly coupled Yukawa systems  

Science Journals Connector (OSTI)

A simple bridge function for strongly coupled Yukawa systems is developed based upon a form previously extracted for a one-component plasma [H. Iyetomi, S. Ogata, and S. Ichimaru, Phys. Rev. A 46, 1051 (1992)]. Using the proposed bridge function in the modified hypernetted chain theory, excellent agreement is obtained with molecular dynamics simulations and the compressibility sum rule is satisfied to within a few percent. This result offers a simple and very accurate method to quickly compute correlation functions for Yukawa systems.

William Daughton; Michael S. Murillo; Lester Thode

2000-02-01T23:59:59.000Z

300

6 - All-composite superstructures for accelerated bridge construction  

Science Journals Connector (OSTI)

Abstract: This chapter presents the design, manufacture, installation, and in-service structural performance of an all-composite sandwich bridge superstructure for accelerated bridge construction (ABC). The superstructure is made of fiber-reinforced polymer (FRP). The discussions about the manufacture and installation include construction details when the FRP superstructure is implemented in practice. The assessment of the in-service structural performance may provide baseline data for the capacity rating and serve as part of the long-term performance monitoring of the FRP superstructure. Finally, this chapter explains why all-composite superstructures for ABC can be economically competitive in the future.

H.S. Ji; W. Song; Z.J. Ma

2014-01-01T23:59:59.000Z

Note: This page contains sample records for the topic "bridge corey butte" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


301

Development of a guardrail-to-bridge rail transition  

E-Print Network (OSTI)

for immediate implementation for field evaluation. 51 REFERENCES 1. Bronstad, M. E. , Cal cote, L. R. , Ray, M. H. , Mayer, J. B. , "Guardrail -Bridge Rail Transition Designs, " Report No. FHWA/RD- 86/178, June 1986. 2. Michie, Jarvis. D? "Recommended... for immediate implementation for field evaluation. 51 REFERENCES 1. Bronstad, M. E. , Cal cote, L. R. , Ray, M. H. , Mayer, J. B. , "Guardrail -Bridge Rail Transition Designs, " Report No. FHWA/RD- 86/178, June 1986. 2. Michie, Jarvis. D? "Recommended...

Bligh, Roger P

2012-06-07T23:59:59.000Z

302

The Cost of the Technological Sublime: Daring Ingenuity and the new San Francisco-Oakland Bay Bridge  

E-Print Network (OSTI)

Cruz. Unity Towers East Bay Bridge, New East Span ProposalSubmitted to MTC Bay Bridge Design Task Force, 6 May.Francisco- Oakland Bay Bridge, T.Y. Lin International and

Frick, Karen Trapenberg

2008-01-01T23:59:59.000Z

303

The Hydrogeologic Character of the Lower Tuff Confining Unit and the Oak Springs Butte Confining Unit in the Tuff Pile Area of Central Yucca Flat  

SciTech Connect

The lower tuff confining unit (LTCU) in the Yucca Flat Corrective Action Unit (CAU) consists of a monotonous sequence of pervasively zeolitized volcanic tuff (i.e., mostly bedded with lesser nonwelded to poorly welded tuff; not fractured) (Bechtel Nevada, 2006). The LTCU is an important confining unit beneath Yucca Flat because it separates the alluvial and volcanic aquifers, where many underground nuclear tests were conducted, from the regional lower carbonate aquifer. Recent sub-CAU-scale modeling by Los Alamos National Laboratory in the Tuff Pile area of Yucca Flat (Boryta, et al., in review) includes postulated low-porosity, high-permeability zones (i.e., fractured welded-tuff aquifers) within the LTCU. This scenario indicates that such postulated low-porosity, high-permeability zones could provide fast-path lateral conduits to faults, and eventually to the lower carbonate aquifer. A fractured and faulted lower carbonate aquifer is postulated to provide a flow path(s) for underground test-derived contaminants to potential offsite receptors. The ramifications of such a scenario are obvious for groundwater flow and contaminant migration beneath Yucca Flat. This paper describes the reasoning for not including postulated low-porosity, high-permeability zones within the LTCU in the Tuff Pile area or within the LTCU in the Yucca Flat CAU-scale model. Both observational and analytical data clearly indicate that the LTCU in the Tuff Pile area consists of pervasively zeolitic, nonwelded to poorly welded tuffs that are classified as tuff confining units (i.e., high-porosity, low-permeability). The position regarding the LTCU in the Tuff Pile area is summarized as follows: The LTCU in the Tuff Pile area consists of a monotonous sequence of predominantly zeolitic nonwelded to poorly welded tuffs, and thus is accurately characterized hydrogeologically as a tuff confining unit (aquitard) in the Yucca Flat-Climax Mine hydrostratigraphic framework model (Bechtel Nevada, 2006). No welded-tuff (or lava-flow aquifers), referred to as low-porosity, high-permeability zones in Boryta et al. (in review), are present within the LTCU in the Tuff Pile area. Fractures within the LTCU are poorly developed, a characteristic of zeolitic tuffs; and fracture distributions are independent of stratigraphic and lithologic units (Prothro, 2008). Groundwater flow and radionuclide transport will not be affected by laterally extensive zones of significantly higher permeability within the LTCU in the Tuff Pile area. Although not the primary focus of this report, the hydrogeologic character of the Oak Spring Butte confining unit (OSBCU), located directly below the LTCU, is also discussed. The OSBCU is lithologically more diverse, and does include nonwelded to partially welded ash-flow tuffs. However, these older ash-flow tuffs are poorly welded and altered (zeolitic to quartzofeldspathic), and consequently, would tend to have properties similar to a tuff confining unit rather than a welded-tuff aquifer.

Sigmund L. Drellack, Jr., Lance B. Prothro, Jose L. Gonzales, and Jennifer M. Mercadante

2010-07-30T23:59:59.000Z

304

Digital simulation of 3D turbulence wind field of Sutong Bridge based on measured wind spectra  

Science Journals Connector (OSTI)

Time domain analysis is an essential implement to study the buffeting behavior of long-span bridges for it can consider the non-linear effect which is significant in long-span bridges. The prerequisite of time do...

Hao Wang; Zhou-hong Zong; Ai-qun Li; Teng Tong

2012-02-01T23:59:59.000Z

305

The General Bridge Act of 1946 (33 U.S.C. 525 - 533) | Open Energy...  

Open Energy Info (EERE)

The General Bridge Act of 1946 (33 U.S.C. 525 - 533) Jump to: navigation, search OpenEI Reference LibraryAdd to library Legal Document- StatuteStatute: The General Bridge Act of...

306

Bridge and Roadway Frost. Occurrence and Prediction by Use of an Expert System  

Science Journals Connector (OSTI)

A survey of the characteristics of frost occurrences on bridges and roadways derived from questionnaires completed by highway maintenance personnel and analysis of more than 4000 frost observations in Iowa reveal that bridge frost occurs up to 58 ...

Eugene S. Takle

1990-08-01T23:59:59.000Z

307

The Bridge Act of 1906 (33 U.S.C. 491 - 498) | Open Energy Information  

Open Energy Info (EERE)

The Bridge Act of 1906 (33 U.S.C. 491 - 498) Jump to: navigation, search OpenEI Reference LibraryAdd to library Legal Document- StatuteStatute: The Bridge Act of 1906 (33 U.S.C....

308

Overload permit rules applicable to H-type and HS-type bridges.  

E-Print Network (OSTI)

??This document defines standards for issuing permits for overweight vehicles crossing standard H-type and HS-type Texas highway bridges. A general formula and a bridge specific (more)

Litchfield, Stephen Charles

2012-01-01T23:59:59.000Z

309

Dynamic interaction analysis of a LIM train and elevated bridge system  

Science Journals Connector (OSTI)

A three-dimensional dynamic interaction model is developed for a LIM (linear induction motor) train and elevated bridge system, which is composed of a LIM-driven vehicle submodel and a finite element bridge su...

H. Xia; W. W. Guo; C. Y. Xia; Y. -L. Pi

2009-12-01T23:59:59.000Z

310

Cascaded H-Bridge MV Grid and Power Balance Control for PV Systems  

Science Journals Connector (OSTI)

In this paper, a new centralized cascaded H-bridge medium-voltage (MV) grid topology model ... array partial shading or module mismatch of Cascaded H-Bridge is analyzed as well, based on which ... quality, solves...

Bin Zhang; Zhiyun Bao; Donglai Zhang

2014-01-01T23:59:59.000Z

311

Use of CFRP Overlays to Repair Fatigue Damage in Steel Bridge Girders and Components  

E-Print Network (OSTI)

Fatigue damage in steel girder bridges built prior to the mid-1980s is common due to distortion-induced fatigue. Different repair techniques have been developed and implemented to retrofit bridges of this era with existing fatigue damage...

Gangel, Regan Elisabeth

2012-05-31T23:59:59.000Z

312

Seismic Assessment and Retrofit of Existing Multi-Column Bent Bridges  

E-Print Network (OSTI)

Seismic Assessment and Retrofit of Existing Multi-Column Bent Bridges By Cole C. Mc ................................................................................................................................... 6 Seismic Activity in Western Washington State Approach ­ Bridge Modeling .............................................11 Seismic Excitations

313

Electrochemical characterization and time-variant structural reliability assessment of post-tensioned, segmental concrete bridges  

E-Print Network (OSTI)

on PT bridges have reported the presence of voids, moisture, and chlorides inside grouted ducts as the major cause of accelerated corrosion of strands. Corrosion of the strands has resulted in PT bridge failures in Europe and tendon failures...

Pillai Gopalakrishnan, Radhakris

2010-07-14T23:59:59.000Z

314

On a Pneumatic Analogue of the Wheatstone Bridge  

Science Journals Connector (OSTI)

1 January 1889 research-article On a Pneumatic Analogue of the Wheatstone Bridge W. N. Shaw The Royal Society is collaborating with JSTOR to digitize, preserve, and extend access to Proceedings of the Royal Society of London. www.jstor.org

1889-01-01T23:59:59.000Z

315

Special Fluid Viscous Dampers For The Messina Strait Bridge  

SciTech Connect

The Messina Strait Bridge would be the world's longest suspension bridge, with a design earthquake characterised by a PGA value of 0.58 g and a distance between the ipocenter and the bridge of 15 km. Said critical structure of course would need a suitable restraint system for traffic braking loads, wind and seismic actions. Each type of load requires a specific behaviour of the restraint system, making its design a big challenge.The restraint system comprises special types of fluid viscous dampers, installed both in longitudinal and transverse direction, both at the towers and at the anchorages. In seismic conditions they behave as viscous dampers, to reduce the forces on the structural elements and the movements of the bridge deck. But in service dynamic conditions, e.g. under traffic or wind load, the devices shall behave like shock transmission units, thus preventing the longitudinal and transverse movements of the deck.FIP Industriale cooperated with the selected General Contractor, a consortium lead by Impregilo, in the design of said viscous dampers. This paper describes the main features of said devices.

Colato, Gian Paolo; Infanti, Samuele; Castellano, Maria Gabriella [FIP Industriale spa, Via Scapacchio 41, 35030 Selvazzano Dentro (Italy)

2008-07-08T23:59:59.000Z

316

Transport of Molecular Motor Dimers in Burnt-Bridge Models  

E-Print Network (OSTI)

Dynamics of molecular motor dimers, consisting of rigidly bound particles that move along two parallel lattices and interact with underlying molecular tracks, is investigated theoretically by analyzing discrete-state stochastic continuous-time burnt-bridge models. In these models the motion of molecular motors is viewed as a random walk along the lattices with periodically distributed weak links (bridges). When the particle crosses the weak link it can be destroyed with a probability $p$, driving the molecular motor motion in one direction. Dynamic properties and effective generated forces of dimer molecular motors are calculated exactly as a function of a concentration of bridges $c$ and burning probability $p$ and compared with properties of the monomer motors. It is found that the ratio of the velocities of the dimer and the monomer can never exceed 2, while the dispersions of the dimer and the monomer are not very different. The relative effective generated force of the dimer (as compared to the monomer) also cannot be larger than 2 for most sets of parameters. However, a very large force can be produced by the dimer in the special case of $c=1/2$ for non-zero shift between the lattices. Our calculations do not show the significant increase in the force generated by collagenase motor proteins in real biological systems as predicted by previous computational studies. The observed behavior of dimer molecular motors is discussed by considering in detail the particle dynamics near burnt bridges.

Alexander Yu. Morozov; Anatoly B. Kolomeisky

2007-09-21T23:59:59.000Z

317

Structural Health Monitoring of a Bridge with Energy Dissipators  

SciTech Connect

After natural events like the 1994 Northridge (USA), the 1995 Kobe (Japan), the 1999 Chi-Chi (Taiwan) and the 1999 Duzce (Turkey) earthquakes it became evident that the demand for bridge structures could greatly benefit from the application of isolation/energy dissipation techniques. Despite the level of maturity achieved in the field of seismic isolation, open questions still remain on the durability of seismic response modification devices (SRMD) under working conditions. The option of removal of sample devices from the bridge structure to verify their performance characteristics involves a significant economical effort, particularly if associated to disruption of the regular traffic. It provides also a device response verification difficult to correlate to the global structural performance. Health monitoring techniques offer a valuable alternative. The main objective of this research is the definition of an effective health monitoring approach to be applied to bridges protected with the most common seismic response modification devices (SRMD). The proposed methodology was validated with the use of records from a bridge equipped with viscous dampers. The record were obtained before and after damage occurred. The procedure proved to be accurate in detecting early degradations of the device characteristics as well as of the structural elements directly connected to the devices.

Amaddeo, Carmen; D'Amore, Enzo [University 'Mediterranea' of Reggio Calabria, loc. Feo di Vito, 89100 Reggio Calabria (Italy); Benzoni, Gianmario [University of California San Diego, 9500 Gilman drive, La Jolla, CA 92093-085 (United States)

2008-07-08T23:59:59.000Z

318

Effect of isomers on quantum transport through molecular bridge system  

E-Print Network (OSTI)

Quantum transport for different models of isomer molecules attached to two semi-infinite leads is studied on the basis of Green's function technique. Electronic transport properties are significantly affected by (a) the relative position of the atoms in these molecules and (b) the molecule-to-lead coupling strength of these molecular bridge systems.

Santanu K. Maiti

2009-01-08T23:59:59.000Z

319

Herbig Ae/Be Stars in the Magellanic Bridge  

Science Journals Connector (OSTI)

We have found Herbig Ae/Be star candidates in the western region of the Magellanic Bridge. Using the near-infrared camera SIRIUS and the 1.4 m telescope IRSF, we surveyed ~3.0 ? 1.3 (24 ? 36, -75.0 ? -73.7) in the J, H, and Ks bands. On the basis of colors and magnitudes, about 200 Herbig Ae/Be star candidates are selected. Considering the contaminations by miscellaneous sources, such as foreground stars and early-type dwarfs in the Magellanic Bridge, we estimate that about 80 (?40%) of the candidates are likely to be Herbig Ae/Be stars. We also found one concentration of the candidates at the young star cluster NGC 796, strongly suggesting the existence of pre-main-sequence (PMS) stars in the Magellanic Bridge. This is the first detection of PMS star candidates in the Magellanic Bridge, and if they are genuine PMS stars, this could be direct evidence of recent star formation. However, the estimate of the number of Herbig Ae/Be stars depends on the fraction of classical Be stars, and thus a more precise determination of the Be star fraction or observations to differentiate between the Herbig Ae/Be stars and classical Be stars are required.

Shogo Nishiyama; Yasuaki Haba; Daisuke Kato; Daisuke Baba; Hirofumi Hatano; Motohide Tamura; Yasushi Nakajima; Akika Ishihara; Tetsuya Nagata; Koji Sugitani; Noriyuki Matsunaga; Hinako Fukushi; Nobuhiko Kusakabe; Shuji Sato

2007-01-01T23:59:59.000Z

320

Bridge-bonded atomic oxygen on Pt(110)  

Science Journals Connector (OSTI)

We use hybrid density-functional theory (DFT) and scanning tunneling microscopy (STM) to study oxygen adsorption on the Pt(110) surface. In the STM images oxygen appear as bright protrusions on the ridges of the missing row reconstructed surface. DFT calculations of binding energies for atomic oxygen on a bridge site shows a clear preference over hollow sites.

E. Janin; H. von Schenck; M. Gthelid; U. O. Karlsson; M. Svensson

2000-05-15T23:59:59.000Z

Note: This page contains sample records for the topic "bridge corey butte" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


321

Modeling the Dynamics of the North Water Polynya Ice Bridge  

Science Journals Connector (OSTI)

The North Water polynya, the largest polynya in the world, forms annually and recurrently in Smith Sound in northern Baffin Bay. Its formation is governed in part by the formation of an ice bridge in the narrow channel of Nares Strait below Kane ...

Dany Dumont; Yves Gratton; Todd E. Arbetter

2009-06-01T23:59:59.000Z

322

Herbig Ae/Be Stars in the Magellanic Bridge  

E-Print Network (OSTI)

We have found Herbig Ae/Be star candidates in the western region of the Magellanic Bridge. Using the near infrared camera SIRIUS and the 1.4 m telescope IRSF, we surveyed about 3.0 deg x 1.3 deg (24 deg Bridge, we estimate that about 80 (about 40%) of the candidates are likely to be Herbig Ae/Be stars. We also found one concentration of the candidates at the young star cluster NGC 796, strongly suggesting the existence of pre-main-sequence (PMS) stars in the Magellanic Bridge. This is the first detection of PMS star candidates in the Magellanic Bridge, and if they are genuine PMS stars, this could be direct evidence of recent star formation. However, the estimate of the number of Herbig Ae/Be stars depends on the fraction of classical Be stars, and thus a more precise determination of the Be star fraction or observations to differentiate between the Herbig Ae/Be stars and classical Be stars are required.

Shogo Nishiyama; Yasuaki Haba; Daisuke Kato; Daisuke Baba; Hirofumi Hatano; Motohide Tamura; Yasushi Nakajima; Akika Ishihara; Tetsuya Nagata; Koji Sugitani; Noriyuki Matsunaga; Hinako Fukushi; Nobuhiko Kusakabe; Shuji Sato

2007-02-20T23:59:59.000Z

323

BRIDGING THE GAP BETWEEN BUILDING SCIENCE AND DESIGN STUDIOS  

E-Print Network (OSTI)

in the building industry and, to be effective, they need to be integrated into architectural design from, there is a lack of courses that allow for integrated building design through consideration of multiple performanceBRIDGING THE GAP BETWEEN BUILDING SCIENCE AND DESIGN STUDIOS KONSTANTINOS PAPAMICHAEL AND VINEETA

324

Plastic Hinging Behavior of Reinforced Concrete Bridge Columns  

E-Print Network (OSTI)

of the seismic performance of four-span large-scale bridge systems at the University of Nevada Reno that details deformations in column hinging regions during response to strong shaking events. In order to evaluate the plastic hinging regions, a photogrammetric...

Firat Alemdar, Zeynep

2010-04-27T23:59:59.000Z

325

The bridge between classical and quantum mechanics from Fisher information  

E-Print Network (OSTI)

Fisher information measures a disorder system, which is specified by a corresponding probability, the likelihood. In this article, we provide a bridge to connect classical and quantum mechanics by using Fisher information. Following the principle of minimum Fisher information, we can derive the time-dependent Schr\\"odinger equation from Hamilton-Jacobi equation.

Tzu-Chao Hung

2014-07-31T23:59:59.000Z

326

FUZZY SPATIAL DATA MINING George Brannon Smith Susan M. Bridges  

E-Print Network (OSTI)

FUZZY SPATIAL DATA MINING George Brannon Smith Susan M. Bridges Department of Computer Science Box@cs.mssstate.edu Abstract A fuzzy spatial data mining technique has been developed to extract relationships describing been tested with hand-generated, synthetic, and sonar imagery. Keywords: data mining, spatial relations

Bridges, Susan M.

327

12th Annual Bridging Partnerships Small Business Symposium  

Energy.gov (U.S. Department of Energy (DOE))

Sponsored by the U.S. Department of Energy's Office of Small and Disadvantaged Business Utilization and the Hanford Small Business Council, the 12th Annual Bridging Partnerships Small Business Symposium is an opportunity to meet and network business peers, government officials and stakeholders. The Symposium includes breakout sessions, networking availabilities and a business opportunity expo.

328

Bridging Relational Database History and the Web: the XML Approach  

E-Print Network (OSTI)

Bridging Relational Database History and the Web: the XML Approach Fusheng Wang Integrated Data and queries, and make it easy to pub- lish database history to the Web. In this paper, we focus on the problem of preserving, publishing, and querying ef- ficiently the history of a relational database. Past research

Zaniolo, Carlo

329

Structural Health Monitoring of a Bridge with Energy Dissipators  

Science Journals Connector (OSTI)

After natural events like the 1994 Northridge (USA) the 1995 Kobe (Japan) the 1999 Chi?Chi (Taiwan) and the 1999 Duzce (Turkey) earthquakes it became evident that the demand for bridge structures could greatly benefit from the application of isolation/energy dissipation techniques. Despite the level of maturity achieved in the field of seismic isolation open questions still remain on the durability of seismic response modification devices (SRMD) under working conditions. The option of removal of sample devices from the bridge structure to verify their performance characteristics involves a significant economical effort particularly if associated to disruption of the regular traffic. It provides also a device response verification difficult to correlate to the global structural performance. Health monitoring techniques offer a valuable alternative. The main objective of this research is the definition of an effective health monitoring approach to be applied to bridges protected with the most common seismic response modification devices (SRMD). The proposed methodology was validated with the use of records from a bridge equipped with viscous dampers. The record were obtained before and after damage occurred. The procedure proved to be accurate in detecting early degradations of the device characteristics as well as of the structural elements directly connected to the devices.

Carmen Amaddeo; Gianmario Benzoni; Enzo D'Amore

2008-01-01T23:59:59.000Z

330

Parallels between wind and crowd loading of bridges  

Science Journals Connector (OSTI)

...subsequent decades of progress in bridge aeroelasticity...and each other as they progress through the scene. This...of flutter. Technical Report 496, National Advisory...horizontal axis wind turbine. In Proc. ECWEC (European...experimental investigation. Oil Gas Sci. Technol. 57...

2013-01-01T23:59:59.000Z

331

Monitoring of Fracture Cri0cal Steel Bridges  

E-Print Network (OSTI)

#12;Monitoring of Fracture Cri0cal Steel Bridges: Acous0c Emission Sensors Fracture System Needs to Iden0fy: · Crack Ini0a0on · Crack Propaga0on · Weld Fracture Advanced Warning of Structural Distress #12;Technology Selec0on: Acous0c

Minnesota, University of

332

Fracture Toughness of MDF and other Materials with Fiber Bridging  

E-Print Network (OSTI)

Fracture Toughness of MDF and other Materials with Fiber Bridging Noah Matsumoto and John A. Nairn* ABSTRACT We measured the fracture toughness of MDF panels with two different densities by using crack propagation experiments and energy-based fracture mechanics. The two challenges were to identify the energy

Nairn, John A.

333

Cycling firing method for bypass operation of bridge converters  

SciTech Connect

The bridge converter comprises a number of switching elements and an electronic logic system which regulated the electric power levels by controlling the firing, i.e., the initiation of the conduction period of the switching elements. Cyclic firing of said elements allows the direct current to bypass the alternating current system with high power factor and negligible losses.

Zabar, Zivan (99-72 66th Rd., Apt. 9N, Forest Hills, NY 11375)

1982-01-01T23:59:59.000Z

334

Periodic NDE for Bridge Maintenance Ralf W. Arndt  

E-Print Network (OSTI)

Periodic NDE for Bridge Maintenance Ralf W. Arndt NRC Research Associate U.S. Federal Highway Administration NDE Center 6300 Georgetown Pike McLean, VA 22101, USA ralf.arndt@fhwa.dot.gov Frank Jalinoos Program Manager U.S. Federal Highway Administration NDE Center 6300 Georgetown Pike McLean, VA 22101, USA

Huston, Dryver R.

335

1 INTRODUCTION Concrete bridge decks are high-performance  

E-Print Network (OSTI)

conditions of reinforced concrete bridge decks with multiple non-destructive evaluation (NDE) techniques activities. The present state-of-the-art is that multiple NDE techniques are available, but that the accuracy and reliability of the methods are not guaranteed. NDE techniques generally employ electromagnetic

Huston, Dryver R.

336

The SL(2, C) Casson invariant for Dehn surgeries on two-bridge knots  

E-Print Network (OSTI)

The SL(2, C) Casson invariant for Dehn surgeries on two-bridge knots HANS U. BODEN CYNTHIA L surgery along two-bridge knots. Using the results of Hatcher and Thurston, and also results of Ohtsuki, we on a hyperbolic two-bridge knot. We relate the formulas derived to degrees of A- polynomials and use

Boden, Hans U.

337

BRIDGE TO HOPE: 10 Years of College Access, 2000-2010 PARTICIPANT &  

E-Print Network (OSTI)

BRIDGE TO HOPE: 10 Years of College Access, 2000-2010 PARTICIPANT & PROGRAM INFORMATION UNIVERSITY OF HAWAI`I FALL 2010 Bridge to Hope (BTH) is a nationally recognized partnership between the University- to-Work requirement. The UH Bridge to Hope program provides on-campus student employment as well

338

Capillary bridge formation and breakage: a test to characterize antiadhesive surfaces  

E-Print Network (OSTI)

1 Capillary bridge formation and breakage: a test to characterize antiadhesive surfaces TITLE RUNNING HEAD: Capillary bridge for antiadhesive surfaces. Laurianne Vagharchakian1 , Frédéric Restagno2 and then the rupture of a capillary bridge between the surface to be tested and a liquid bath. Both the shape

Paris-Sud XI, Université de

339

1. INTRODUCTION Bridge engineering is not only about designing but also includes "looking after" and maintain-  

E-Print Network (OSTI)

1. INTRODUCTION Bridge engineering is not only about designing but also includes "looking after" and maintain- ing the service-life of bridges. In the UK, after a period of relative neglect in the 1970s there was a growing awareness of the necessity to safeguard and maintain the stock of bridges as part of the national

340

CALIBRATION OFTHE FINITE ELEMENT MODEL OFA TWELVE-SPAN PRESTRESSED CONCRETE BRIDGE USING  

E-Print Network (OSTI)

CALIBRATION OFTHE FINITE ELEMENT MODEL OFA TWELVE-SPAN PRESTRESSED CONCRETE BRIDGE USING AMBIENT health monitoring system was designed and installed in the bridge. As a critical part in the SHM process the implementation of the FE model calibration using ambient vibration data. The initial model of the bridge

Paris-Sud XI, Université de

Note: This page contains sample records for the topic "bridge corey butte" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


341

Vol 438|3 November 2005 Crowd synchrony on the Millennium Bridge  

E-Print Network (OSTI)

Vol 438|3 November 2005 43 Crowd synchrony on the Millennium Bridge Footbridges start to sway when on to London's Millennium Bridge on thedayitopened,thebridgestarted to sway from side to side: many pedestrians fell spontaneously into step with the bridge's vibrations, inadvertently amplifying them. Here we model

Schumaker, Mark

342

Resistive Bridge Fault Modeling,Simulationand Test Generation Vijay R. Sar-Dessai  

E-Print Network (OSTI)

Resistive Bridge Fault Modeling,Simulationand Test Generation Vijay R. Sar-Dessai Intel Corporation.sar-dessai@intel.com Abstract In this work' we develop models of resistive bridging faults and study thefault coverage on ISCAS85 circuits of different test sets using resistive and zero-ohm bridges at different supply voltages

Walker, Duncan M. "Hank"

343

Bridge Damage and Repair Costs from Hurricane Katrina Jamie Padgett1  

E-Print Network (OSTI)

Bridge Damage and Repair Costs from Hurricane Katrina Jamie Padgett1 ; Reginald DesRoches2 ; Bryant to repair or replace the bridges damaged during the hurricane is estimated at over $1 billion. This paper describes the observed damage patterns to bridges, including damage attributed to storm surge, wind, impact

Padgett, Jamie Ellen

344

Effective bridge spectral density for long-range biological energy and charge transfer  

E-Print Network (OSTI)

Effective bridge spectral density for long-range biological energy and charge transfer Oliver Ku of intermediate bridge sites in energy and charge transfer processes in molecular aggregates of arbitrary size analysis for a donor­acceptor system coupled through a single bridge molecule are presented. © 1996

Mukamel, Shaul

345

INTEGRATED SYSTEM FOR CONTINUOUS DYNAMIC MONITORING : PONTE NUOVO DEL POPOLO BRIDGE  

E-Print Network (OSTI)

INTEGRATED SYSTEM FOR CONTINUOUS DYNAMIC MONITORING : � PONTE NUOVO DEL POPOLO � BRIDGE Mauro as a key activity to increase the knowledge on the structural behavior of existing bridges. The paper of the "Ponte Nuovo del Popolo" bridge, located in the city center of Verona. The results of the first 1.5 year

Boyer, Edmond

346

MODELLING THE HUMAN INDUCED VIBRATIONS IN ACABLE-STAYED PEDESTRIAN TIMBER BRIDGE  

E-Print Network (OSTI)

MODELLING THE HUMAN INDUCED VIBRATIONS IN ACABLE-STAYED PEDESTRIAN TIMBER BRIDGE Sara Casciati1 on a pedestrian timber bridge under different "moving" loads configurations are reported and analysed by applying behavior of the bridge under the above loads. A first in situ experimental campaign was carried out

Boyer, Edmond

347

A Vervaat-like path transformation for the reflected Brownian bridge  

E-Print Network (OSTI)

A Vervaat-like path transformation for the reflected Brownian bridge conditioned on its local time for the reflected Brownian bridge conditioned on its local time at 0: up to random shifts, this process equals the two processes constructed from a Brownian bridge and a Brownian excursion by adding a drift

Chassaing, Philippe - Institut de Mathématiques ?lie Cartan, Université Henri Poincaré

348

Controlled Rocking System for Seismic Retrofit of Steel Truss Bridge Piers  

E-Print Network (OSTI)

1 Controlled Rocking System for Seismic Retrofit of Steel Truss Bridge Piers Michael Pollino1 and Michel Bruneau2 ABSTRACT In assessments of the seismic adequacy of existing steel bridges, the steel, especially for bridges deemed critical for response and recovery efforts following an earthquake. While

Bruneau, Michel

349

LRFD Calibration of Bridge Foundations Subjected to Scour and Risk Analysis  

E-Print Network (OSTI)

. vi I would like to thank Winchell Auyeung and Michael Sullivan from New York State Department of Transportation (NYSDOT) for providing the NYSDOT Database. The database was used in Section 6 of the dissertation to quantify the bridge scour risk... et al. 2011b) .................... 7 1.1.5 Bridge Design ...................................................................................... 16 1.1.6 Bridge Scour Risk...

Yao, Congpu

2013-04-30T23:59:59.000Z

350

First Smart Highway Bridge in Canada S. H. RizkaIla and G. Tadros  

E-Print Network (OSTI)

First Smart Highway Bridge in Canada by S. H. RizkaIla and G. Tadros The Beddington Trail/Centre Street, Calgary, Alberta, Canada, is the first prestressed concrete highway bridge built in Canada pretensioned by Carbon Fiber Reinforced Plastic, FRP, tendons. It is also the first bridge which has utilized

351

A DMOS 3A, 55V, H-Bridge: The LMD18200  

E-Print Network (OSTI)

A DMOS 3A, 55V, H-Bridge: The LMD18200 Introduction The switching power device shown in Figure 1 is called an H-Bridge. It takes a DC supply voltage and provides 4-quadrant control to a load connected polarity. H-Bridges are often used to control the speed, position or torque of DC and stepper motors

Peters, Dennis

352

Effects of eliminating a disulfide bridge within domain II of Pseudomonas aeruginosa exotoxin A.  

Science Journals Connector (OSTI)

...eliminating a disulfide bridge within domain II of Pseudomonas...aeruginosa exotoxin A. I H Madshus R J Collier Department...eliminating a disulfide bridge within domain II, the...medium without NH4C1 for 6 h at 37?C. In this case...eliminating the disul- fide bridge between helix A and helix...

I H Madshus; R J Collier

1989-07-01T23:59:59.000Z

353

SHIFT INVARIANCE OF THE OCCUPATION TIME OF THE BROWNIAN BRIDGE PROCESS  

E-Print Network (OSTI)

. The Brownian bridge process. We condition on Tc and intuitively consider the random variable B := h Z t 0 IcSHIFT INVARIANCE OF THE OCCUPATION TIME OF THE BROWNIAN BRIDGE PROCESS Peter Howard and Kevin of a one-dimensional Brownian bridge process on any Lebesgue measurable set between the initial and nal

Howard, Peter

354

Dynamics of actomyosin interactions in relation to the cross-bridge cycle  

Science Journals Connector (OSTI)

...tvo s University, H-1117 Budapest...model for the cross-bridge cycle, which underpins...Subsequently, the cross-bridge, an element of myosin...F. Huxley 1957; H. E. Huxley 1969...Reversal of the cross-bridge force- generating...Sutoh, K., Holden, H. M. & Rayment...

2004-01-01T23:59:59.000Z

355

Incompressible surfaces and Dehn Surgery on 1-bridge Knots in handlebodies  

E-Print Network (OSTI)

in a handlebody. Given a 1-bridge presentation of a knot K in a handlebody H, the Main Algorithm in Section 7 of the algorithm. Given a 1-bridge presentation of K, and a cutting system D = D1 . . . Dh of H disjoint fromIncompressible surfaces and Dehn Surgery on 1-bridge Knots in handlebodies Ying-Qing Wu Given

Wu, Ying-Qing

356

* : Hossein Ameri Novel Client Booking System in KLCC Twin Tower Bridge  

E-Print Network (OSTI)

Tower Bridge H. Ameri* University Malaya Center of research and applied electronics, University as well as scheduling tours to visit "Petronas Twin Towers Sky Bridge". The system should at least support of this system are tourist who would like to visit the twin towers sky bridge, system operators that includes

Paris-Sud XI, Université de

357

The Azine Bridge as a Conjugation Stopper: An NMR Spectroscopic Study of Electron Delocalization in Acetophenone  

E-Print Network (OSTI)

that the azine bridge is a conjugation stopper. This hypothesis has now been tested in detail, and 1 H and 13 CThe Azine Bridge as a Conjugation Stopper: An NMR Spectroscopic Study of Electron Delocalization bridge largely inhibits through-conjugation in molecules with the general structure DPh

Glaser, Rainer

358

IMECE2009-13258 SIMULATION OF OPEN CHANNEL TURBULENT FLOW OVER BRIDGE  

E-Print Network (OSTI)

surface above channel bed * h - Inundation ratio k m2 /s2 Turbulence kinetic energy bridgeL m LengthIMECE2009-13258 SIMULATION OF OPEN CHANNEL TURBULENT FLOW OVER BRIDGE DECKS AND FORMATION OF SCOUR HOLE BENEATH THE BRIDGE UNDER FLOODING CONDITIONS Bishwadipa Adhikary, Pradip Majumdar, and Milivoje

Kostic, Milivoje M.

359

Responding to the Unexpected: Traffic Research in the Wake of Bridge Collapse  

E-Print Network (OSTI)

effects of the I-35W Mississippi River bridge collapse (under review) · He, X.Z., S. E., Jabari and H. LiuResponding to the Unexpected: Traffic Research in the Wake of Bridge Collapse Henry Liu, Ph@umn.edu Nov. 20, 2007 #12;Planning for the Expected: Traffic Research after Bridge Reopening & Preliminary

Levinson, David M.

360

Pre-power stroke cross bridges contribute to force during stretch of skeletal muscle myofibrils  

Science Journals Connector (OSTI)

...Homsher1995Regulation of the cross-bridge transition from a weakly...C1532-C1539. Roots, H , G.W Offer, and K...Poggesi2002Characterization of the cross-bridge force-generating step...Wakabayashi, K , Y Sugimoto, H Tanaka, Y Ueno, Y Takezawa...elementary steps of the cross-bridge cycle in rabbit soleus...

2008-01-01T23:59:59.000Z

Note: This page contains sample records for the topic "bridge corey butte" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


361

Responding to the Unexpected: Traffic Research in the Wake of Bridge Collapseg p  

E-Print Network (OSTI)

;#12;#12;#12;#12;#12;T ffi R h Q tiTraffic Research Questions · Natural Experimentation Site · Bridge Collapse / ReopenResponding to the Unexpected: Traffic Research in the Wake of Bridge Collapseg p Henry Liu, Ph of the Mississippi River Bridge Collapse #12;Freeway Traffic VolumeFreeway Traffic Volume #12;Congestion Impacts

Levinson, David M.

362

2014 Bioenergy Summer Bridge Fellowship Applica;on Please type or print all informa0on  

E-Print Network (OSTI)

2014 Bioenergy Summer Bridge Fellowship Applica;on Please type or print all want to be a Bioenergy Summer Bridge student and what you hope to contribute for future Bioenergy Summer Bridge students. Le=er B: Write and in-depth le

Tullos, Desiree

363

Microfluidic Wheatstone bridge for rapid sample analysis Melikhan Tanyeri,a  

E-Print Network (OSTI)

Microfluidic Wheatstone bridge for rapid sample analysis Melikhan Tanyeri,a Mikhil Ranka,a Natawan20604d We developed a microfluidic analogue of the classic Wheatstone bridge circuit for automated, real, the microfluidic Wheatstone bridge represents a new and versatile method for on-chip flow control and sample

Schroeder, Charles

364

ALUMINUM-BRIDGED BISGLYOXIMATO COBALT COMPLEXES: SYNTHESIS AND ELECTROCHEMICAL PROTON REDUCTION PROPERTIES  

E-Print Network (OSTI)

194 CHAPTER 6 ALUMINUM-BRIDGED BISGLYOXIMATO COBALT COMPLEXES: SYNTHESIS AND ELECTROCHEMICAL PROTON diglyoximato complexes connected by one or two aluminum bridges are described. The aluminum centers that the number of aluminum bridges and the nature of the substituents on the phenoxide ligands significantly

Winfree, Erik

365

ANALYSIS AND REJECTION SAMPLING OF WRIGHT-FISHER1 DIFFUSION BRIDGES2  

E-Print Network (OSTI)

ANALYSIS AND REJECTION SAMPLING OF WRIGHT-FISHER1 DIFFUSION BRIDGES2 JOSHUA G. SCHRAIBER, ROBERT C. GRIFFITHS, AND STEVEN N. EVANS3 Abstract. We investigate the properties of a Wright-Fisher diffusion process- bution of neutral Wright-Fisher bridges and develop a novel rejection sampling scheme for bridges under

El Karoui, Noureddine

366

Impact of AASHTO LRFD bridge design specifications on the design of Type C and AASHTO Type IV girder bridges  

E-Print Network (OSTI)

................................................................................. 3 1.4 Outline............................................................................................ 7 2. LITERATURE SURVEY ................................................................................ 8 2.1 General... ........................................................................................... 8 2.2 Comparison of AASHTO Standard and LRFD Specifications...... 8 2.3 Reliability of Prestressed Concrete Bridge Girders ....................... 11 2.4 Load Models...

Mohammed, Safiuddin Adil

2007-04-25T23:59:59.000Z

367

Method of controlling switching of a multiphase inductor-converter bridge  

DOE Patents (OSTI)

In an inductor-convertor circuit for transferring electrical energy between a storage coil and a load coil using a storage thyristor bridge, a load thyristor bridge, and a set of commutating capacitors, operation is improved by a method of changing the rate of delivery of energy in a given direction. The change in rate corresponds to a predetermined change in phase angle between the load bridge and the storage bridge and comprises changing the phase of the bridge by two steps, each equal to half the predetermined change and occurring 180.degree. apart. The method assures commutation and minimizes imbalances that lead otherwise to overvoltages.

Kustom, Robert L. (Palos Heights, IL); Fuja, Raymond E. (Justice, IL)

1981-01-01T23:59:59.000Z

368

Development and testing of a low-maintenance, energy-absorbing bridge rail  

E-Print Network (OSTI)

vehicle leaves the flow of traffic and strikes a bridge rail. The second concern is for the safety of the maintenance workers who must repair bridge rail damage following a collision. Third, the increasing cost of maintaining br idge decks and rails... during a more severe collision. Furthermore, the new bridge rail is designed to fit either new or existing standard bridge decks. Following development of the new bridge rail, two full-scale vehicle crash-tests were performed at the TTI Research...

Cain, John Craig

2012-06-07T23:59:59.000Z

369

SolarBridge Technologies formerly SmartSpark Energy Systems | Open Energy  

Open Energy Info (EERE)

SolarBridge Technologies formerly SmartSpark Energy Systems SolarBridge Technologies formerly SmartSpark Energy Systems Jump to: navigation, search Name SolarBridge Technologies (formerly SmartSpark Energy Systems) Place Austin, Texas Zip 78731 Sector Solar Product Developing a micro-inverter for residential solar panels, and charge equalisers to improve life for battery-powered equipment. References SolarBridge Technologies (formerly SmartSpark Energy Systems)[1] LinkedIn Connections CrunchBase Profile No CrunchBase profile. Create one now! This article is a stub. You can help OpenEI by expanding it. SolarBridge Technologies (formerly SmartSpark Energy Systems) is a company located in Austin, Texas . References ↑ "SolarBridge Technologies (formerly SmartSpark Energy Systems)" Retrieved from "http://en.openei.org/w/index.php?title=SolarBridge_Technologies_formerly_SmartSpark_Energy_Systems&oldid=351355"

370

BridgeLux Inc former eLite Optoelectronics | Open Energy Information  

Open Energy Info (EERE)

BridgeLux Inc former eLite Optoelectronics BridgeLux Inc former eLite Optoelectronics Jump to: navigation, search Name BridgeLux Inc (former eLite Optoelectronics) Place Sunnyvale, California Zip 94086 Product Developer and provider of indium gallium nitride light emitting diodes (InGaN LEDs) for solid state lighting, mobile appliance, signage, and automotive applications. References BridgeLux Inc (former eLite Optoelectronics)[1] LinkedIn Connections CrunchBase Profile No CrunchBase profile. Create one now! This article is a stub. You can help OpenEI by expanding it. BridgeLux Inc (former eLite Optoelectronics) is a company located in Sunnyvale, California . References ↑ "BridgeLux Inc (former eLite Optoelectronics)" Retrieved from "http://en.openei.org/w/index.php?title=BridgeLux_Inc_former_eLite_Optoelectronics&oldid=34303

371

A model for vortex-induced vibration analysis of long-span bridges  

Science Journals Connector (OSTI)

Abstract Long-span structures are susceptible to wind-induced vibrations due to their low oscillation frequency and low mechanical damping. Although many efforts have been made in the past to model vortex-induced vibration of circular cylinders, limited studies can be found for non-circular cross sections representative of long-span bridge decks. A model for vortex-induced vibration analysis of long-span bridge is presented in this paper. The aeroelastic equation of motion of the model, a procedure to extract aeroelastic coefficients from wind tunnel experiments, analysis of full-scale structures incorporating loss of spanwise correlation of aeroelastic forces, and comparison between simulated and full-scale measured responses on a twin deck bridge (Fred Hartman bridge, Baytown, Texas) are discussed. Six bluff sections Deer Isle bridge, Tsurumi bridge, Fred Hartman bridge, generic rectangular, H shaped, and circular models were considered in this research program.

Mehedy Mashnad; Nicholas P. Jones

2014-01-01T23:59:59.000Z

372

HOT TOPICS: Bridge suicides (http://www.marinij.com/goldengatebridge/ci_25220172/record-number-golden-gate-bridge-suicides-recorded-2013) #MarinDrought (http://www.marinij.com/marinnews/ci_24975029/readers-share-water-saving-ideas-marindroughtt)  

E-Print Network (OSTI)

HOT TOPICS: Bridge suicides (http://www.marinij.com/goldengatebridge/ci_25220172/record-number-golden-gate-bridge://www.marinij.com/goldengatebridge/ci_25217201/golden-gate-bridge-toll-could-increase-by-1) Data center (http://www.marinij.com/data) Traffic://www.marinij.com/marinnews/ci_25202779/marin-robbery-suspect-loses-bid-stop-ij-from) Bridge toll hike (http

California at Berkeley, University of

373

Golden's Bridge, New York: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

Golden's Bridge, New York: Energy Resources Golden's Bridge, New York: Energy Resources Jump to: navigation, search Equivalent URI DBpedia Coordinates 41.290749°, -73.67395° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":41.290749,"lon":-73.67395,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

374

Microsoft Word - Old Highway Bridge_CX Memo_20120608.docx  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Old Highway Bridge Property Funding Old Highway Bridge Property Funding Fish and Wildlife Project No.: 2009-003-00 Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B1.25 Transfer, lease, disposition, or acquisition of interests in land and associated buildings for cultural resources protection, habitat preservation, or fish and wildlife management provided that there would be no potential for release of substances at a level, or in a form, that could pose a threat to public health or the environment. Location: Twisp, Okanogan County, WA Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA proposes to fund the Methow Salmon Recovery Foundation (MSRF) to acquire approximately 22.1 acres of land and 1,455 feet of the Twisp

375

Information Bridge: DOE Scientific and Technical Information - Architecture  

Office of Scientific and Technical Information (OSTI)

Search Architecture - What Is under the hood? Search Architecture - What Is under the hood? The Information Bridge makes searchable full-text and bibliographic citations of DOE research results. This research covers the areas of physics, chemistry, materials, biology, environmental sciences, energy technologies, engineering, computer and information science, renewable energy, and other topics of interest to DOE's mission. Information Bridge is powered by traditional Web-based architecture. That is, a database and a set of full-text documents are made searchable by a series of dynamic Web pages with persistent URLs (Web addresses). The entirety of a report is indexed and associated with its corresponding bibliographic citation. The information consumer may perform a search against the entire record,

376

Protein Bridges DNA Base and Nucleotide Excision Repair Pathways  

NLE Websites -- All DOE Office Websites (Extended Search)

Protein Bridges DNA Base and Nucleotide Excision Repair Pathways Print Protein Bridges DNA Base and Nucleotide Excision Repair Pathways Print Alkyltransferase proteins (AGT) protect cells from the biological effects of DNA damage caused by the addition of alkyl groups (alkylation). Alkyltransferase-like proteins (ATLs) can do the same, but they lack the reactive cysteine residue that allows the alkyltransferase function, and the mechanism for cell protection has remained unknown. To address this mystery, a British-American team lead by researchers at the Scripps Research Institute recently applied a combination of x-ray structural, biochemical, and genetic studies to ATLs in the yeast Schizosaccharomyces pombe without and with damaged DNA. By showing how a process called non-enzymatic nucleotide flipping activates ATL-initiated DNA repair, their results may improve our understanding of genomic integrity and responses to DNA damage relevant to pathogens and cancer development.

377

Union Bridge, Maryland: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

Bridge, Maryland: Energy Resources Bridge, Maryland: Energy Resources Jump to: navigation, search Equivalent URI DBpedia Coordinates 39.5689895°, -77.176927° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":39.5689895,"lon":-77.176927,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

378

Protein Bridges DNA Base and Nucleotide Excision Repair Pathways  

NLE Websites -- All DOE Office Websites (Extended Search)

Protein Bridges DNA Base and Nucleotide Excision Repair Pathways Print Protein Bridges DNA Base and Nucleotide Excision Repair Pathways Print Alkyltransferase proteins (AGT) protect cells from the biological effects of DNA damage caused by the addition of alkyl groups (alkylation). Alkyltransferase-like proteins (ATLs) can do the same, but they lack the reactive cysteine residue that allows the alkyltransferase function, and the mechanism for cell protection has remained unknown. To address this mystery, a British-American team lead by researchers at the Scripps Research Institute recently applied a combination of x-ray structural, biochemical, and genetic studies to ATLs in the yeast Schizosaccharomyces pombe without and with damaged DNA. By showing how a process called non-enzymatic nucleotide flipping activates ATL-initiated DNA repair, their results may improve our understanding of genomic integrity and responses to DNA damage relevant to pathogens and cancer development.

379

Protein Bridges DNA Base and Nucleotide Excision Repair Pathways  

NLE Websites -- All DOE Office Websites (Extended Search)

Protein Bridges DNA Base and Nucleotide Excision Repair Pathways Print Protein Bridges DNA Base and Nucleotide Excision Repair Pathways Print Alkyltransferase proteins (AGT) protect cells from the biological effects of DNA damage caused by the addition of alkyl groups (alkylation). Alkyltransferase-like proteins (ATLs) can do the same, but they lack the reactive cysteine residue that allows the alkyltransferase function, and the mechanism for cell protection has remained unknown. To address this mystery, a British-American team lead by researchers at the Scripps Research Institute recently applied a combination of x-ray structural, biochemical, and genetic studies to ATLs in the yeast Schizosaccharomyces pombe without and with damaged DNA. By showing how a process called non-enzymatic nucleotide flipping activates ATL-initiated DNA repair, their results may improve our understanding of genomic integrity and responses to DNA damage relevant to pathogens and cancer development.

380

Bridging the Efficiency Gap: Commercial Packaged Rooftop Air Conditioners  

NLE Websites -- All DOE Office Websites (Extended Search)

Bridging Bridging the Efficiency Gap: Commercial Packaged Rooftop Air Conditioners John Shugars, Consultant Philip Coleman, Lawrence BerkeleyNational Laboratory ChristopherPayne, Lawrence Berkeley National Laboratory Laura Van Wie McGrory, Lawrence Berkeley National Laboratory ABSTRACT The energy efficiency ofmany products has increased markedly over the past decade. A conspicuous exception to this trend is commercial packaged rooftop air conditioners, which have experiencedlittle to no efficiency improvement since 1992 when the Energy Policy Act of 1992 imposed federal minimum standards. Packaged rooftop units have been estimated to use on the order of76 billion kWh annually in the US, at a cost ofroughly $5.6 billion. Sales of these units are growing, and the majority of units sold have energy efficiency ratios (EERs) at orjust above the current national minimum efficiency

Note: This page contains sample records for the topic "bridge corey butte" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


381

Solutions of burnt-bridge models for molecular motor transport Alexander Yu. Morozov, Ekaterina Pronina, and Anatoly B. Kolomeisky  

E-Print Network (OSTI)

Solutions of burnt-bridge models for molecular motor transport Alexander Yu. Morozov, Ekaterina consecutive binding sites called "bridges" , is investigated theoretically by analyzing discrete-state stochastic "burnt-bridge" mod- els. When an unbiased diffusing particle crosses the bridge, the link can

382

Emergency Endovascular 'Bridge' Treatment for Iliac-Enteric Fistula  

SciTech Connect

Aortic aneurysm has been reported to be the dominant cause of primary iliac-enteric fistula (IEF) in >70% of cases [1]; other less common causes of primary IEF include peptic ulcer, primary aortitis, pancreatic pseudocyst, or neoplastic erosion into an adjacent artery [2, 3]. We describe an unusual case of IEF managed with a staged approach using an endovascular stent-graft as a 'bridge' in the emergency setting to optimize the next elective definitive excision of the lesion.

Franchin, Marco [Varese University Hospital, University of Insubria, Department of Surgical Sciences, General Surgery 1, School of Medicine (Italy); Tozzi, Matteo; Piffaretti, Gabriele, E-mail: gabriele.piffaretti@uninsubria.it [Varese University Hospital, University of Insubria, Department of Surgical Sciences, Vascular Surgery, School of Medicine (Italy); Carrafiello, Gianpaolo [Varese University Hospital, University of Insubria, Department of Radiology, Interventional Radiology, School of Medicine (Italy); Castelli, Patrizio [Varese University Hospital, University of Insubria, Department of Surgical Sciences, Vascular Surgery, School of Medicine (Italy)

2011-10-15T23:59:59.000Z

383

Fatigue tests of under-strenghth timber railroad bridge stringers  

E-Print Network (OSTI)

OF SCIENCE December 2002 Major Subject: Civil Engineering FATIGUE TESTS OF UNDER-STRENGTH TIMBER RAILROAD BRIDGE STRINGERS A Thesis by CHRISTOPHER RYAN BORCHERS Submitted to Texas A&M University in partial fulfillment of the requirements... for the degree of MASTER OF SCIENCE Approved as to style and content by: G T. Fry (Chair of Committee) iedz cki of Departme Anne M. Raich (Member) rry L. Kohutek (Member) December 2002 Major Subject: Civil Engineering ABSTRACT Fatigue Tests of Under...

Borchers, Christopher Ryan

2002-01-01T23:59:59.000Z

384

Bridging the Efficiency Gap: Commercial Packaged Rooftop Air Conditioners  

NLE Websites -- All DOE Office Websites (Extended Search)

Bridging the Efficiency Gap: Commercial Packaged Rooftop Air Conditioners Bridging the Efficiency Gap: Commercial Packaged Rooftop Air Conditioners Title Bridging the Efficiency Gap: Commercial Packaged Rooftop Air Conditioners Publication Type Conference Proceedings Year of Publication 2000 Authors Shugars, John, Philip Coleman, Christopher T. Payne, and Laura Van Wie McGrory Conference Name Proceedings from the 2000 ACEEE Summer Study on Energy Efficiency in Buildings Volume 10 Pagination 217-226 Date Published 01/2000 Abstract The energy efficiency ofmany products has increased markedly over the past decade. A conspicuous exception to this trend is commercialpackaged rooftop air conditioners, which have experiencedlittle to no efficiency improvement since 1992 when the Energy Policy Act of 1992 imposed federal minimum standards. Packaged rooftop units have been estimated to use on the order of76 billion kWh annually in the US, at a cost ofroughly $5.6 billion. Sales of these units are growing, and the majority of units sold have energy efficiency ratios (EERs) at orjust above the current national minimum efficiency standards. In this paper we document the static efficiencies ofcommercialpackaged air conditioners, explore the reasons behindthis efficiency gap, and assess opportunities for overcoming the barriers to efficiency improvements in these products.

385

The fixed irreducible bridge ensemble for self-avoiding walks  

E-Print Network (OSTI)

We define a new ensemble for self-avoiding walks in the upper half-plane, the fixed irredicible bridge ensemble, by considering self-avoiding walks in the upper half-plane up to their $n$-th bridge height, $Y_n$, and scaling the walk by $1/Y_n$ to obtain a curve in the unit strip, and then taking $n\\to\\infty$. We then conjecture a relationship between this ensemble to $\\SLE$ in the unit strip from $0$ to a fixed point along the upper boundary of the strip, integrated over the conjectured exit density of self-avoiding walk spanning a strip in the scaling limit. We conjecture that there exists a positive constant $\\sigma$ such that $n^{-\\sigma}Y_n$ converges in distribution to that of a stable random variable as $n\\to\\infty$. Then the conjectured relationship between the fixed irreducible bridge scaling limit and $\\SLE$ can be described as follows: If one takes a SAW considered up to $Y_n$ and scales by $1/Y_n$ and then weights the walk by $Y_n$ to an appropriate power, then in the limit $n\\to\\infty$, one should obtain a curve from the scaling limit of the self-avoiding walk spanning the unit strip. In addition to a heuristic derivation, we provide numerical evidence to support the conjecture and give estimates for the boundary scaling exponent.

Michael James Gilbert

2014-10-17T23:59:59.000Z

386

Detection of Carbon Monoxide within the Magellanic Bridge  

E-Print Network (OSTI)

The Mopra 22m and SEST 15m telescopes have been used to detect and partially map a region of 12CO(1-0) line emission within the Magellanic Bridge, a region lying between the Large and Small Magellanic Clouds. The emission appears to be embedded in a cloud of neutral hydrogen, and is in the vicinity of an IRAS source. The CO emission region is found to have a 60um/100um flux density ratio typical for 12CO(1-0) detections within the SMC, although it has a significantly lower 12CO brightness and velocity width. These suggest that the observed region is of a low metallicity, supporting earlier findings that the Magellanic Bridge is not as evolved as the SMC and Magellanic Stream, which are themselves of a lower metallicity than the Galaxy. Our observations, along with empirical models based on SMC observations, indicate that the radius of the detected CO region has an upper limit of ~16 pc. This detection is, to our knowledge, the first detection of CO emission from the Magellanic Bridge and is the only direct evidence of star formation through molecular cloud collapse in this region.

E. Muller; L. Staveley-Smith; W. Zealey

2002-09-25T23:59:59.000Z

387

Bridge the Gap 2014 --Guidance for Participants Requiring Level Access This level-access route is meant to accommodate Bridge the Gap participants using  

E-Print Network (OSTI)

or there is an alternative route in to the College theough the Golden Gate. There will be a steward on hand to assist. 12Bridge the Gap 2014 -- Guidance for Participants Requiring Level Access This level-access route is meant to accommodate Bridge the Gap participants using wheelchairs, mobility scooters and pushchairs

Travis, Adrian

388

The photospheric environment of a solar pore with light bridge  

E-Print Network (OSTI)

Pores are one of the various features forming in the photosphere by the emergence of magnetic field onto the solar surface. They lie at the border between tiny magnetic elements and larger sunspots. Light bridges, in such structures, are bright features separating umbral areas in two or more irregular regions. Commonly, light bridges indicate that a the merging of magnetic regions or, conversely, the breakup of the area is underway. We investigate the velocity structure of a solar pore (AR10812) with light bridge, and of the quiet solar photosphere nearby, analyzing high spatial and spectral resolution images. The pore area has been observed with the Interferometric BI-dimensional Spectrometer (IBIS) at the Dunn Solar Telescope, acquiring monochromatic images in the Ca II 854.2 nm line and in the Fe I 709.0 nm line as well as G-band and broad-band images. We also computed the Line of Sight (LoS) velocity field associated to the Fe I and Fe II photospheric lines. The amplitude of the LoS velocity fluctuations, inside the pore, is smaller than that observed in the quiet granulation near the active region. We computed the azimuthal average LoS velocity and derived its radial profile. The whole pore is characterized by a downward velocity -200 m/s and by an annular downflow structure with an average velocity of -350 m/s with respect to the nearby quiet sun. The light bridge inside the pore, when observed in the broad-band channel of IBIS and in the red wing of Ca II 854.2 nm line, shows an elongated dark structure running along its axis, that we explain with a semi-analytical model. In the highest resolution LoS velocity images the light bridge shows a profile consistent with a convective roll: a weak upflow, 50-100m/s, in correspondence of the dark lane, flanked by a downflow, -(200-300) m/s.

S. Giordano; F. Berrilli; D. Del Moro; V. Penza

2007-05-25T23:59:59.000Z

389

Bridging the Gap-The Outcome of the Climate Conference in Copehagen and its  

Open Energy Info (EERE)

Bridging the Gap-The Outcome of the Climate Conference in Copehagen and its Bridging the Gap-The Outcome of the Climate Conference in Copehagen and its Implications for the Land Transport Sector Jump to: navigation, search Tool Summary Name: Bridging the Gap-The Outcome of the Climate Conference in Copehagen and its Implications for the Land Transport Sector Agency/Company /Organization: Bridging the Gap Sector: Energy, Land Focus Area: Transportation Topics: Policies/deployment programs Resource Type: Publications Website: www.transport2012.org/bridging/ressources/documents/1/556,Copenhagen_r References: Bridging the Gap-The Outcome of the Climate Conference in Copehagen and its Implications for the Land Transport Sector[1] "This paper provides a brief overview of the outcome of the UN conference and a discussion of the implications of decisions made there in respect to

390

Computationally Useful Bridge Diagram Series. II. Diagrams in H-Bonds  

SciTech Connect

Equations for calculating accurate 4-point and 5-point bridge diagrams in terms of h-bonds have been presented and solved for various phase points of the Lennard-Jones fluid. A method of finding a self-consistent solution for the bridge function and the radial distribution function is demonstrated. The significance of this result over bridge diagrams expressed as f-bonds, in terms of its applicability to charged and dipolar models is discussed. Two very simple phenomenological bridge diagram forms for the bridge function for this model are examined and found to give results almost as accurate and in some cases more accurate than previous forms in the literature. This work represents the first use of directly calculated 5-point bridge diagrams in terms of h-bonds, and the many extra orders of f-bond diagrams which they include, in an integral equation result.

Perkyns, John S.; Dyer, Kippi M.; Pettitt, Bernard M.

2002-06-01T23:59:59.000Z

391

Quantum DotBridgeFullerene Heterodimers with Controlled Photoinduced Electron Transfer  

SciTech Connect

A series of donor-bridge-acceptor systems in the form of core/shell CdSe/ZnS quantum dot-bridge-fullerene heterodimers (see picture) with varying bridge length and varying quantum dot size were self-assembled by a surface-based stepwise method to demonstrate control of the rate and of the magnitude of fluctuations of photoinduced electron transfer at the single-molecule level.

Cotlet, M.; Xu, Z.

2011-06-27T23:59:59.000Z

392

THE CLASSIFICATION OF DEHN FILLINGS ON THE OUTER TORUS OF A 1-BRIDGE BRAID  

E-Print Network (OSTI)

THE CLASSIFICATION OF DEHN FILLINGS ON THE OUTER TORUS OF A 1-BRIDGE BRAID EXTERIOR WHICH PRODUCE SOLID TORI Ying-Qing Wu1 Abstract. Let K = K(w, b, t) be a 1-bridge braid in a solid torus V , and let for such Dehn fillings. 1. Introduction A knot K in a 3-manifold M is a 0-bridge knot if it is isotopic

Wu, Ying-Qing

393

HIP4080, 80V High Frequency H-Bridge Driver Introduction  

E-Print Network (OSTI)

4-1 HIP4080, 80V High Frequency H-Bridge Driver Introduction The HIP4080 is a member of the HIP408X family of High Fre- quency H-Bridge Driver ICs. A simplified application diagram is shown in Figure 1. The HIP4080 H-Bridge driver IC provides the ability to operate from 8VDC to 80VDC busses for driving N

Paderborn, Universität

394

Single-bridge unit-connected HVDC generation with increased pulse number  

SciTech Connect

A true unit-connected generator-HVdc convertor scheme is proposed which removes the need to use two bridges in series to achieve twelve-pulse operation. Moreover, the combination of a single main bridge and an auxiliary feedback dc ripple reinjection bridge is shown to increase the pulse number from 6 to 18. This is achieved purely by natural commutation and is equally valid for rectification and inversion. The theoretical waveforms are validated by extensive experimental verification.

Villablanca, M.; Arrillaga, J. (Univ. of Canterbury, Christchurch (New Zealand))

1993-04-01T23:59:59.000Z

395

Bridge-and-Roll Demonstration in GRIPhoN (Globally Reconfigurable Intelligent Photonic Network)  

Science Journals Connector (OSTI)

We describe a ROADM architecture for a dynamically reconfigurable photonic network and demonstrate the performance of a photonic-layer bridge-and-roll that could improve the...

Zhang, Xiaolan J; Birk, Martin; Chiu, Angela; Doverspike, Robert; Feuer, Mark D; Magill, Peter; Mavrogiorgis, Emmanuil; Pastor, Jorge; Woodward, Sheryl L; Yates, Jennifer

396

Bridge recognition of median-resolution SAR images using pun histogram entropy  

Science Journals Connector (OSTI)

A novel algorithm for bridge recognition of median synthetic aperture radar (SAR) images using histogram entropy presented by Pun is proposed. Firstly, Lee filter and histogram...

Wu, Wenyu; Yin, Dong; Zhang, Rong; Liu, Yan; Pan, Jia

2009-01-01T23:59:59.000Z

397

Silica Bridge Impact on Hollow-Core Bragg Fiber Transmission Properties  

Science Journals Connector (OSTI)

The silica bridges impact on the hollow-core Bragg fiber guiding properties is investigated. Results demonstrate that silica nanosupports are responsible for the surface mode...

Poli, Federica; Foroni, Matteo; Giovanelli, Daniele; Cucinotta, Annamaria; Selleri, Stefano; Jensen, Jesper Bo; Lgsgaard, Jesper; Bjarklev, Anders; Vienne, Guillaume; Jakobsen, Christian; Broeng, Jes

398

Bridge functions and improvement on the hypernetted-chain approximation for classical one-component plasmas  

Science Journals Connector (OSTI)

Bridge functions, the neglected terms in the hypernetted-chain (HNC) theory of classical fluids, are extracted with high precision from Monte Carlo (MC) simulation data for classical one-component plasmas. The MC bridge functions are extended by the use of the exact short-range Widom expansion and of long-range boundary conditions arising from the compressibility sum rule. An explicit analytic expression for the bridge functions is then obtained, leading to improvement on the HNC scheme. Accuracy of the improved HNC scheme is confirmed through comparison with the MC results and by examination of the thermodynamic consistency. The extracted bridge functions are compared with those of other theoretical schemes.

Hiroshi Iyetomi; Shuji Ogata; Setsuo Ichimaru

1992-07-15T23:59:59.000Z

399

q-holonomic formulas for colored HOMFLY polynomials of 2-bridge links  

E-Print Network (OSTI)

We compute q-holonomic formulas for the HOMFLY polynomials of 2-bridge links colored with one-column (or one-row) Young diagrams.

Wedrich, Paul

2014-01-01T23:59:59.000Z

400

Effect of beta on Seismic Vulnerability Curve for RC Bridge Based on Double Damage Criterion  

SciTech Connect

In the analysis of seismic vulnerability curve based on double damage criterion, the randomness of structural parameter and randomness of seismic should be considered. Firstly, the distribution characteristics of structure capability and seismic demand are obtained based on IDA and PUSHOVER, secondly, the vulnerability of the bridge is gained based on ANN and MC and a vulnerability curve according to this bridge and seismic is drawn. Finally, the analysis for a continuous bridge is displayed as an example, and parametric analysis for the effect of beta is done, which reflects the bridge vulnerability overall from the point of total probability, and in order to reduce the discreteness, large value of beta are suggested.

Feng Qinghai [CCCC Highway, CO., Ltd. (China); Yuan Wancheng [Bridge Department, Tongji University, Shanghai (China)

2010-05-21T23:59:59.000Z

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401

Hydrogen loaded metal for bridge-foils for enhanced electric gun/slapper detonator operation  

DOE Patents (OSTI)

The invention provides a more efficient electric gun or slapper detonator ich provides a higher velocity flyer by using a bridge foil made of a hydrogen loaded metal.

Osher, John E. (Alamo, CA)

1992-01-01T23:59:59.000Z

402

The Seismic response of precast segmental bridge superstructures with bonded tendons  

E-Print Network (OSTI)

Cantilever Construction with CIP Segments .. 27 Figure 2-A-13-46 Otay River Bridge - CIP Pier Table (Courtesy ofconcerns for cast-in-place (CIP) segmental construction

Veletzos, Marc John

2007-01-01T23:59:59.000Z

403

Information Bridge: DOE Scientific and Technical Information - Widget Code  

Office of Scientific and Technical Information (OSTI)

Widget Inclusion Code Widget Inclusion Code