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《Chinese Journal of Underground Space and Engineering》 2008-03
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Research on Nonlinear Response of Shield Tunnel under Differential Subsidence Due to Earthquake

LU Ci-rong~1 SHEN Lin-chong~2 JIANG Jian-qun~3 LIU Shi-ming~1 LOU Yong-liang~1 (1.East China Investigation & Design Institute,Hangzhou 310014,P.R.China) 2.HangZhou Municipal Underground Group Ltd.,Hangzhou 310003,P.R.China)3.College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310027,P.R.China)  
Adopting equivalent rigidity method with considering the axial force and bending moment coactions, the longitudinal response of shield tunnel subjected to differential subsidence due to earthquake is analyzed,The ra- tionality and applicability of the analysis with or without considering such coactions are demonstrated.Such influence aspects as equivalent rigidity,reduced subgrade rigidity,domain and pattern of subsidence are discussed in detail, providing an academic foundation for cognizing the behaviors of shield tunnel subjected to differential subsidence due to earthquake and upgrading its seismic design.
【Fund】: 国家自然科学基金(50538010)
【CateGory Index】: U451
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