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《Journal of Beijing University of Technology》 2007-05
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A Time-domain Substructure Method for Seismic Response Analysis With Soil-structure Interaction Effect

DU Xiu-li, ZHAO Jian-feng (Key Laboratory for Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100022, China)  
To take into account the frequency dependency of foundation impedance and avoid repeated Fourier transform, a time-domain difference approach for calculating the ground resisting forces was introduced by the authors. The software programs of structure history analysis were re-developed based on general FEM software, and the dynamic history analysis module of considering the soil-structure interaction effect was included. Finally, multilayer frame with circular foundation on the surface of layered soil media is numerically analyzed under three dimensions earthquake excitation. Numerical results demonstrate that the proposed approach can reflect the property of foundation impedance which varies with frequency in soil-structure system.
【Fund】: 国家杰出青年科学基金资助项目(50325826);; 北京市教育委员会科学技术与研究生建设项目(4700001401509);; 北京市属市管高校人才强教计划资助项目(05004012200515).
【CateGory Index】: TU435;TU311.3
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