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Validation of seismic soil-structure interaction

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Abstract

Simulated earthquake tests were conducted on centrifuged model structures embedded in dry and saturated sand foundations. Accelerations and pore water pressures were recorded at many locations during the test. Model responses were analyzed using the program TARA-3 which incorporates a procedure for nonlinear dynamic effective stress analysis. Computed and measured responses agreed quite closely. (author)
Authors:
Finn, Liam W.D.; [1]  Ledbetter, R H; [2]  Beratan, L L [3] 
  1. Department of Civil Engineering, University of British Columbia, Vancouver (Canada)
  2. USAE Waterways Experiment Station, Vicksburg (United States)
  3. U.S. Nuclear Regulatory Commission, Office of Research, Washington, DC (United States)
Publication Date:
Jul 01, 1988
Product Type:
Conference
Report Number:
INIS-XA-N-006
Resource Relation:
Conference: International ENEA/ISMES/ENS specialist meeting on 'On-site experimental verification of the seismic behaviour of nuclear reactor structures and components', Bologna-Brasimone (Italy), 4-7 May 1987; Other Information: 16 refs, 16 figs; PBD: 1988; Related Information: In: International ENEA/ISMES/ENS specialist meeting on 'On-site experimental verification of the seismic behaviour of nuclear reactor structures and components'. Proceedings, 430 pages.
Subject:
42 ENGINEERING; COMPARATIVE EVALUATIONS; DYNAMIC LOADS; EARTHQUAKES; EXPERIMENTAL DATA; FREQUENCY ANALYSIS; MECHANICAL TESTS; NONLINEAR PROBLEMS; PORE PRESSURE; SAND; SEISMIC ISOLATION; SOIL-STRUCTURE INTERACTIONS; STRESS ANALYSIS; THEORETICAL DATA
OSTI ID:
20473425
Research Organizations:
ANDIN, Italian National Association for Nuclear Engineering (Italy); ANS-Italy, Italian Section of the American Nuclear Society (Italy); CEC, Commission of the European Communities (Belgium); FIEN, Italian Nuclear Energy Forum (Italy); SNI, Italian Nuclear Society (Italy); University of Bologna, Bologna Faculty of Engineering, Nuclear Engineering Section (Italy)
Country of Origin:
IAEA
Language:
English
Other Identifying Numbers:
TRN: XA04N0142048667
Availability:
Available from INIS in electronic form
Submitting Site:
INIS
Size:
page(s) 369-383
Announcement Date:
Jun 25, 2004

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Citation Formats

Finn, Liam W.D., Ledbetter, R H, and Beratan, L L. Validation of seismic soil-structure interaction. IAEA: N. p., 1988. Web.
Finn, Liam W.D., Ledbetter, R H, & Beratan, L L. Validation of seismic soil-structure interaction. IAEA.
Finn, Liam W.D., Ledbetter, R H, and Beratan, L L. 1988. "Validation of seismic soil-structure interaction." IAEA.
@misc{etde_20473425,
title = {Validation of seismic soil-structure interaction}
 author = {Finn, Liam W.D., Ledbetter, R H, and Beratan, L L}
 abstractNote = {Simulated earthquake tests were conducted on centrifuged model structures embedded in dry and saturated sand foundations. Accelerations and pore water pressures were recorded at many locations during the test. Model responses were analyzed using the program TARA-3 which incorporates a procedure for nonlinear dynamic effective stress analysis. Computed and measured responses agreed quite closely. (author)}
 place = {IAEA}
 year = {1988}
 month = {Jul}
 }