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《Journal of Earthquake Engineering and Engineering Vibration》 2008-05
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Seismic response anlysis of Tianjin Tansportation Junction considering effect of pile and soil

JIANG XinLiang1,2,GUAN Ye1,JIAO Ying3(1.School of Civil Engineering,Tianjin University,Tianjin 300072,China;2.Tianjin Key Laboratoryof Civil Engineering Structures and New Materials,Tianjin 300072,China;3.TianjinUrban Construction Investigation Co.Ltd,Tianjin 300010,China)  
In order to understand the seismic performance of the large complex structure with basement,the structure-pile-soil finite element model of two typical cross sections of the Tianjin Transportation Junction were established by using the ANSYS software.The elasto-plastic time history analysis was made,and the seismic responses of the whole system under the horizontal seismic load were got.Comparing the results of the seismic response with the rigid foundation model,some reasonable conclusions are drawn.
【Fund】： 天津市重大科技项目(07FDZDSF01200)
【CateGory Index】： TU93;TU311.3;TU470
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