Current practice in earthquake engineering is to model earthquake- induced strong ground motions as accelerations occurring at single locations; or at most to use simple physical wave propagation models employing simple waveforms. This research program will develop a description of the spatial variation of earthquake ground motions that models observed motions, using data from strong-motion seismograph arrays. In addition, the effects of these spatial variations in ground motion on the response of structures will be studied. The investigation will utilize digital signal processing techniques, simulation of correlated multiple excitations, random vibration analysis, and deterministic dynamic analysis. The research has direct application to the design of structures on large foundations, such as dams and containment structures for nuclear power plants; to spatially extended structures with multiple supports such as occurs in long-span bridges and surface pipelines; and to long buried structures, including electric power, telecommunication, oil, gas, water and sewage lifelines. The principal investigator is highly qualified and has the institutional facilities available to undertake the proposed research program.

Project Start
Project End
Budget Start
1987-01-01
Budget End
1989-09-30
Support Year
Fiscal Year
1986
Total Cost
$64,754
Indirect Cost
Name
Michigan State University
Department
Type
DUNS #
City
East Lansing
State
MI
Country
United States
Zip Code
48824