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[1]ZHANG Dong-liang,WANG Guo-bo,YANG Lin-de,et al.3D Seismic Response of Subway Station Structure with Continuous Holes in Lateral Wall[J].Journal of Seismological Research,2009,32(01):46-50.

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3D Seismic Response of Subway Station Structure with Continuous Holes in Lateral Wall

Journal of Seismological Research[ISSN 1000-0666/CN 53-1062/P] Volume: 32 Number of periods: 2009 01 Page number: 46-50 Column: Public date: 2009-01-23

Title:: 3D Seismic Response of Subway Station Structure with Continuous Holes in Lateral Wall

Author(s):: ZHANG Dong-liang¹; 2; WANG Guo-bo³; YANG Lin-de¹; 2; MA Xian-feng¹; 2; (1.Key Lab.of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China)(2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China)(3.College of Civil Engineering and Architecture,Wuha

Keywords:: continuous holes in lateral wall; subway station; 3D calculation model; seismic response

CLC:: PU352.1

DOI:: -

Abstract:: In order to rationally utilize and exploit underground space,a new structural style,subway station structure with continuous holes in lateral wall,appeared in subway construction.But the continuous holes in lateral wall weaken the whole seismic ability of structure,so it is necessary to study this structural style.We build the 3D calculation model of this structure in the paper,study its seismic response rules,determine the unsubstantial part of the structure,and obtain the increment of structural internal forces caused by seismic load.The study results can provide reference for the seismic design of this kind of subway station structure in future.

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Last Update: 2009-01-23