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沉管隧道在地震与静荷载共同作用下横向受力分析
引用本文:严松宏,潘昌实.沉管隧道在地震与静荷载共同作用下横向受力分析[J].兰州铁道学院学报,2009,28(3):8-11.
作者姓名:严松宏  潘昌实
作者单位:兰州交通大学土木工程学院,甘肃,兰州,730070 
摘    要:以南京长江越江隧道沉管段为例,采用二维平面应变有限单元法分别计算沉管隧道在地震与静荷载(土压力和静水压力)作用下所产生的内力和变形.并进行叠加以得到隧道衬砌的总内力.计算结果可供沉管隧道设计参考.

关 键 词:沉管隧道  地震响应  静力分析  衬砌总内力  二维有限元法

Transverse Internal Force Analysis of Immersed Tube Tunnel Subjected to Seismic and Dead Loads
YAN Song-hong,PAN Chang-shi.Transverse Internal Force Analysis of Immersed Tube Tunnel Subjected to Seismic and Dead Loads[J].Journal of Lanzhou Railway University,2009,28(3):8-11.
Authors:YAN Song-hong  PAN Chang-shi
Institution:(School of Civil Engineering, Lanzhou Jiaotong University, I.anzhou 730070,China)
Abstract:By taking the submerged section of Nanjing Yangtze River crossing tunnel as an example, the internal forces and deformation of immersed tube tunnel subjected to seismic and dead loads are calculated respectively by using the plane strain finite element method. On this basis, the total internal forces of the lining are obtained by using superposition method. The calculation results can be referred to the design of immersed tube tunnels.
Keywords:immersed tube tunnel  seismic response  static analysis  total internal forces of lining  2D FEM
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