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作 者:Li Fangjie Zhao Fengxin Zhang Yushan You Hongbing
机构地区:[1]China Earthquake Disaster Prevention Center, Beijing 100029, China
出 处:《Earthquake Research in China》2011年第2期250-259,共10页中国地震研究(英文版)
基 金:sponsored by the National Key Technology R&D Program(2006BAC13B02),China;Special Program for Earthquake Research of CEA (200708003)
摘 要:By using the finite element method and viscoelastic artificial boundary, a soil-structure interaction system is established to simulate the influence of surface buildings on the seismic response of subway structures. The conditions of different relative positions between ground building and subway structure are analyzed. The result~ indicate that when considering the existence of surface buildings, the relative story displacements and internal forces of subway structures are changed greatly. Further the influence of surface buildings on subway structure changes as the distance increases.By using the finite element method and viscoelastic artificial boundary,a soil-structure interaction system is established to simulate the influence of surface buildings on the seismic response of subway structures.The conditions of different relative positions between ground building and subway structure are analyzed.The results indicate that when considering the existence of surface buildings,the relative story displacements and internal forces of subway structures are changed greatly.Further the influence of surface buildings on subway structure changes as the distance increases.
关 键 词:Subway structure Ground building Relative position Seismic response
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