A new, comprehensive method for the analysis of seismic hazard is developed to incorporate features of the earthquake source, the attenuation of seismic waves, and the effects of local geology and soil. The new method, based on a fast probability integration scheme developed in structural reliability, will allow the incorporation of refined models in the hazard analysis. It will also allow proper analysis of model uncertainties and evaluation of sensitivities of the hazard to various models or parameters. Alternative measures of ground motion intensity, including vector representations, will be possible with the new method. A general-purpose computer code with the above capabilities will be developed and will be made available to the engineering community. The research will lead to a rational hazard analysis method which breaks across the interdisciplinary barriers by making use of the expanded seismic data base available and the better understanding of the physical process involved by earthquakes achieved lately.

Agency
National Science Foundation (NSF)
Institute
Division of Civil, Mechanical, and Manufacturing Innovation (CMMI)
Application #
8618905
Program Officer
Shih-Chi Liu
Project Start
Project End
Budget Start
1987-05-01
Budget End
1990-04-30
Support Year
Fiscal Year
1986
Total Cost
$130,503
Indirect Cost
Name
University of California Berkeley
Department
Type
DUNS #
City
Berkeley
State
CA
Country
United States
Zip Code
94704