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《Journal of Disaster Prevention and Mitigation Engineering》 2010-06
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The Effect of Obliquely Incident Seismic Waves on Dynamic Response of Underground Structures

ZHAO Yuan~1,DU Xiu-li~2,LI Li-yun~2 (1.The Pilot College of Beijing University of Technology,Beijing 101101,China;2.The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education,Beijing University of Technology,Beijing 100124,China)  
Based on the visco-elastic artificial boundary and the finite element software ANSYS,seismic response of underground structures under oblique incidence is analyzed,considering the contact effect between soil and structures and the initial stress in site.The effect of obliquely incident seismic waves on dynamic response of underground structure is studied.The calculated results show that obliquely incident seismic waves make significant changes on the overall reaction of the structure.With the increase of incident angle,the horizontal stress of nodes increases significantly,and the peak vertical stress and the increment of the stress are all small.With the increase of input peak acceleration,the peak displacements of nodes have certain changes.Therefore,the effects of obliquely incident seismic wave need to be considered while analyzing the seismic response of underground structures near the epicenter.
【Fund】: 国家自然科学基金项目(90715035 50808006);; 国家973计划项目(2007CB714203);; 国家科技支撑计划项目(2006BAJ27B04)资助
【CateGory Index】: TU93;TU311.3
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