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《Earthquake Engineering and Engineering Vibration》 2002-01
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Modeling of dynamic soil-structure interaction by ANSYS program

CHEN Bo, LU Xi-lin, LI Pei-zhen, CHEN Yue-qing (State Key Laboratory on Disaster Reduction in Civil Engineering, Tongji University. Shanghai 200092, China)  
Based on shaking table model test and using general - purpose finite element program ANSYS, some issues about modeling of Soil -Structure lnteraction(SSI) system are discussed in this paper. These issues mainly include simulation of flexible soil container, selection of dynamic constitutive model of soil, simulation of the changing - status nonlinearity of soil - structure interface, meshing, consideration of gravity, treatment of reinforcements in structure, using of symnietry principle and so on. As a result, some computational results of acceleration time -history of 551 system are given in this paper. Comparison between computer and test results shows that acceleration time -history curves of corresponding points are coincident approximately, and it is verified that the simulation methods in this paper are rational and the model is feasible.
【Fund】: 国家自然科学基金重点资助项目(59823002)
【CateGory Index】: TU317
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