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《Journal of Earthquake Engineering and Engineering Vibration》 2007-06
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Prospects for the development in theoretical analysis and experimental study of seismic response of underground structures

LIU Jingbo1,LIU Xiangqing1,DU Xiuli2(1.Department of Civil Engineering,Tsinghua University,Beijing 100084,China;2.College of Architectureand Civil Engineering,Beijing University of Technology,Beijing 100022,China)  
So far,there are still many unsolved problems in seismic analysis and failure mechanism study of underground structures in China.On the basis of analyzing and summarizing the existing theoretical analysis and experimental study of seismic response of underground structures,six key issues need to be seriously considered and further studied in the near future.They are model techniques of shaking tests for underground structures,nonlinear dynamic constitutive model of soil,seismic failure mechanism of bearing members of underground structures under high axial loads,asynchronous seismic wave motion input and seismic response of underground structures under it,physical fundamentals and constitutive model of large post-liquefaction deformation of saturated sand,and finally large-scale three-dimensional nonlinear dynamic soil-structure interaction model.Study on the issues above will give some help to consummate theoretical seismic analysis methods and model test techniques of underground structures,and to get seismic response characteristics and failure mechanism of large-scale underground structures,which have vital scientific meanings and great value in engineering practice.
【Fund】: 国家973项目(2007CB714203);; 国家自然科学基金重大研究计划资助项目(90715035);; 北京市自然科学基金项目(8061003)
【CateGory Index】: TU93;TU311.3
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