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《Journal of Anhui Institute of Architecture》 2005-03
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Seismic analysis of the underground structures based on SBFEM

REN Hong-mei, LIN Gao ( State Key Laboratory Of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China)  
In this paper the SBFEM (Scaled Boundary Finite Element Method) is employed in the earthquake response analysis of the underground structures. First the accuracy of the SBFEM is verified. Based on the research results, we obtained deeper insight in the characteristics of earthquake response of the underground structures in the unhomogeneous medium,which has great value to the seismic design of the underground structures.
【CateGory Index】: TU93
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【References】
Chinese Journal Full-text Database 1 Hits
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【Co-references】
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1 Li Xiuhua(Basic Construction Department Anhui University,Hefei,2300039);TRANSMITTING BOUNDARY IN THE SOIL-STRUCTURE SYSTEM INTERACTION[J];Journal of Anhui Institute of Architecture;2002-03
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