[1]CUI Chunyi,MENG Kun,CHENG Xuelei,et al.Three Dimensional Seismic Dynamic Response Analysis on Entire Interaction System of Shenzhen-Laojie Subway Station[J].Journal of Seismological Research,2016,39(04):680-685.
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Journal of Seismological Research[ISSN 1000-0666/CN 53-1062/P] Volume:
39
Number of periods:
2016 04
Page number:
680-685
Column:
Public date:
2016-10-30
- Title:
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Three Dimensional Seismic Dynamic Response Analysis on Entire Interaction System of Shenzhen-Laojie Subway Station
- Author(s):
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CUI Chunyi1; 2; MENG Kun1; CHENG Xuelei1; YANG Gang1; ZHAO Huijie
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(1.Institute of Road and Bridge Engineering,Dalian Maritime University,Dalian 116026,Liaonng,China)(2.School of Civil Engineering,Beijing University of Technology,Beijing 100124,China)
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- Keywords:
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subsoil; time-history analysis; horizontal seismic action; dynamic response; numerical analysis
- CLC:
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P315.9
- DOI:
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- Abstract:
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For the aim to investigate the dynamic response of the interaction system of the complicated high-rise building,we described the interface contact characteristics and dynamic boundary by penalty function method and infinite element regarding to specific engineering background.On the basis of it,we established the three dimensional numerical FEM model of the entire interaction system with superstructure-substructure-subsoil of Shenzhen-Laojie subway station.Considering the influence of site soil layer on the inputting ground motion of the bedrock,we analyzed the variation law of soil pressure of the diaphragm wall panel trench and structural dynamic response characteristics,and evaluated the seismic performance of the entire interaction system of Shenzhen-Laojie subway station,which can provide reference to engineering design and practice.