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《Sichuan Building Science》 2012-03
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Seismic response analysis of three-dimensional free field based on ANSYS

ZHANG Yuxu1,CHENG Lei2,YE Hong3(1.Huangshi Institute of Technology,Huangshi 435003,China; 2.Research Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China; 3.Wuhan Institute of Communication,Wuhan 430070,China)  
To investigate the basic rule of free field seismic response and provide reference for the whole structural seismic response analysis considering soil-structure interaction(SSI),a 3D free field finite element model was established using the finite element code ANSYS,the reasonable field free boundary width was confirmed by an example.The seismic response analysis was carried out considering two circumstances respectively,same field under three different two-horizontal bedrock ground motion inputs and three different fields under same two-horizontal bedrock ground motion input.Some useful conclusions are obtained by comparing and analyzing absolute acceleration time history,relative displacement time history of each field surface central point,story drift peak value,absolute acceleration peak value of each soil layer.These results provide reference for engineering design and further research.
【CateGory Index】: TU435
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