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《Journal of Jiamusi University(Natural Science Edition)》 2012-05
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Seismic Response Analysis of Soli-structure Interaction System under Different Seismic Waves

GAO Fa-tong,CHEN Qing-jun (State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China)  
Study on dynamic response under long-period seismic has been mostly focused on linear situation at present.Soil-structure interaction system set up by finite element method with hypoelastic was used to simulate nonlinear behavior of soil.The long-period seismic waves were chosen from the earthquake records of Mexico 1985 and Hokkaido Japan 2003 as input to analysis nonlinear seismic response of soil-structure interaction system,and the result was compared with that of normal seismic waves.The result shows that the acceleration factors at ground surface have a tendency becoming smaller and the spectra of ground wave under long-period rock wave grows bigger while that under normal rock wave hardly change with the maximum of rock acceleration changing bigger.The maximum acceleration and acceleration factors at pile cap are smaller than that of ground face with soil-structure-interaction in consideration.
【Fund】: 国家自然科学基金资助项目(90915011)
【CateGory Index】: P315.31
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