题名: |
Methodology for calculating the response of structures to earthquakes on specific faults |
作者: |
McCallen, D. B.; Heuze, F. E.; Kasameyer, P. W. |
关键词: |
Bridges; Earthquakes; Soil-Structure Interactions; Ground Motion; Calculation Methods; Computerized Simulation; Finite Element Method; Green Function; Nonlinear Problems; Seismic Effects |
摘要: |
We are developing a methodology chain to estimate the response of structures to large earthquakes from specific faults. The methodology consists of three distinct steps: generation of synthetic bedrock motion at the site of the structure due to a postulated large earthquake; nonlinear effective stress analysis of the soil response at the site to transform bedrock motion to surface motion; and linear/nonlinear finite element analysis of the structure based on the predicted surface motions. Progress in all steps is reported here. |
总页数: |
16p |
报告类型: |
科技报告 |