Synthetic strong ground motions for engineering design utilizing empirical Green`s functions
Conference
·
OSTI ID:266896
We present a methodology for developing realistic synthetic strong ground motions for specific sites from specific earthquakes. We analyzed the possible ground motion resulting from a M = 7.25 earthquake that ruptures 82 km of the Hayward fault for a site 1.4 km from the fault in the eastern San Francisco Bay area. We developed a suite of 100 rupture scenarios for the Hayward fault earthquake and computed the corresponding strong ground motion time histories. We synthesized strong ground motion with physics-based solutions of earthquake rupture and applied physical bounds on rupture parameters. By having a suite of rupture scenarios of hazardous earthquakes for a fixed magnitude and identifying the hazard to the site from the statistical distribution of engineering parameters, we introduce a probabilistic component into the deterministic hazard calculation. Engineering parameters of synthesized ground motions agree with those recorded from the 1995 Kobe, Japan and the 1992 Landers, California earthquakes at similar distances and site geologies.
- Research Organization:
- Lawrence Livermore National Lab., CA (United States)
- Sponsoring Organization:
- USDOE, Washington, DC (United States)
- DOE Contract Number:
- W-7405-ENG-48
- OSTI ID:
- 266896
- Report Number(s):
- UCRL-JC--123762; CONF-9609112--1; ON: DE96009618
- Country of Publication:
- United States
- Language:
- English
Similar Records
Strong ground motion synthesis along the Sanyi-Tungshih-Puli seismic zone using empirical Green`s functions
Strong ground motion synthesis for a M=7.2 earthquake in the Gulf of Corinth, Greece using Empirical Green`s functions
Independent seismic evaluation of the 24-580-980 south connector ramps
Conference
·
Tue Dec 31 23:00:00 EST 1996
·
OSTI ID:470861
Strong ground motion synthesis for a M=7.2 earthquake in the Gulf of Corinth, Greece using Empirical Green`s functions
Conference
·
Wed Dec 31 23:00:00 EST 1997
·
OSTI ID:649800
Independent seismic evaluation of the 24-580-980 south connector ramps
Technical Report
·
Thu May 01 00:00:00 EDT 1997
·
OSTI ID:605178