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《Sichuan Building Science》 2008-06
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Statistical analysis of internal force of tunnel structure subjected to seismic action

LI Zhihua1,2,ZHANG Guanghai2,KANG Haigui2 (1.School of Environmental and Civil Engineering,Jiangnan University,Wuxi 214122,China;2.The State Key Laboratory of Coastal and offshore Engineering,Dalian University of Technology,Dalian 116024,China)  
The statistic character of the most unfavorable internal force of the tunnel structure under seismic action is necessary for aseismatic design of tunnel structure using probability method on reliability theory.Then based on the responds spectrum of the seismic action on the tunnel structure and the responds displacement of ground under seismic action method,uncertainty analysis for tunnel structure has been done applying error transferring function.The statistic character of the most unfavorable internal force of the tunnel structure under seismic action is gained.Taking shallow part of Jinzhou tunnel as example,the statistical analysis of the most unfavorable locality of the tunnel under different level seismic action is solved respectively using the method putted in this paper.
【CateGory Index】: U451
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