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Volume 34 Issue 5
Dec.  2014
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Dong Peng, Han Wei, Dai Zhengyu. DYNAMIC RELIABILITY ANALYSIS UNDER INTERACTION OF SOIL AND STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 44-49. doi: 10.13204/j.gyjz200405014
Citation: Dong Peng, Han Wei, Dai Zhengyu. DYNAMIC RELIABILITY ANALYSIS UNDER INTERACTION OF SOIL AND STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 44-49. doi: 10.13204/j.gyjz200405014

DYNAMIC RELIABILITY ANALYSIS UNDER INTERACTION OF SOIL AND STRUCTURE

doi: 10.13204/j.gyjz200405014
  • Received Date: 2003-06-23
  • Publish Date: 2004-05-20
  • Based on the results of cyclic traxial test, it is presented that an analysis of earthquake resistance of several subway stations which are located in sandy soils and clayey soils in Shanghai.The method of FE dynamic effective stress analysis and reliability analysis is used in the analysis.In order to consider the influence of input earthquake motion, six different recorded earthquake motions selected from both home and aboard are used in the calculations.The results of dynamic response analysis, include the dynamic stresses of subway stations and surrounding soils, pore water pressures and settlements of surrounding soils.The dynamic reliability of subway and surrounding soil is also given.The results of the analysis improve the seismic analysis level of the subway stations surrounded by soft soil, and it is helpful for the aseismic design of underground structures.
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