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《Chongqing Architecture》 2012-06
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The state of art of Seismic Response Theoretical Analysis of Underground Structures

Underground aseismic design is mainly based on traditional pseudo static calculation,which is very different from actual seismic response.Hanshin-Awaji earthquake in 1995 seriously damaged underground structures,which changed the traditional view of civil engineering circle ignoring aseismic structure of underground project and stimulated research on underground aseismic structure.The authors fully review the current status and problems of the analysis method,semi-analysis method and numerical computation method and discuss the development trend of seismic response theoretical analysis on underground structures.
【Fund】: 国家自然科学基金(编号50979112)项目论文之一
【CateGory Index】: TU352.11;TU93
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