中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Transverse earthquake response and design analysis of submerged floating tunnels with various shore connections

文献类型:会议论文

作者Xiao J(肖剑); Huang GJ(黄国君)
出版日期2010
会议名称ISAB-2010First International Symposium on Archimedes Bridge (ISAB-2010)
会议日期October 17-20,2011
会议地点Qiandao Lake, China
关键词Seismic response Shore connection
其他题名Procedia Engineering
中文摘要The study investigates the seismic response of the Submerged Floating Tunnel (SFT) with different types of connection between the ends of SFT and the shore, including the rigid connection, hinged connection, elastic bearing connection, bi-linear elastic bearing connection, and passive isolation connection. In addition, the influence of various design parameters of the different types of shore bearings on the dynamic behavior of SFT is studied, involving the elastic stiffness of the elastic bearing, the secondary stiffness and turning force of stiffness of the bi-linear elastic bearing, plastic stiffness and yield shear force of the passive isolation bearing. An effective design method for the parameters of the bearing is proposed. The transverse stiffness of the cable which represents the stiffness of the whole structure is introduced as a reference of the bearing design. The seismic response of SFT can be significantly reduced by choosing proper parameters of the bearing based on the principle of redistribution of stiffness.
收录类别EI
会议网址http://dx.doi.org/10.1016/j.proeng.2010.08.027
语种英语
源URL[http://dspace.imech.ac.cn/handle/311007/55287]  
专题力学研究所_环境力学重点实验室(2009-2011)
推荐引用方式
GB/T 7714
Xiao J,Huang GJ. Transverse earthquake response and design analysis of submerged floating tunnels with various shore connections[C]. 见:ISAB-2010First International Symposium on Archimedes Bridge (ISAB-2010). Qiandao Lake, China. October 17-20,2011.http://dx.doi.org/10.1016/j.proeng.2010.08.027.

入库方式: OAI收割

来源:力学研究所

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