Seismic response analysis of complex subway station structure with unequal-span in liquefiable foundation
WANG Jianning1,2, FU Jisai3, ZHUANG Haiyang3, DOU Yuanming1, MA Guowei1
1. School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, China;
2. China National Machinery Industry Co., Ltd., Beijing 100080, China;
3. Institute of Geotechnical Engineering, Nanjing Tech University, Nanjing 210009, China
Abstract:Foundation liquefaction is one of the important causes for serious damage of subway underground station structure in earthquake. However,there is a little research on the seismic response of subway underground station structure in liquefiable sites at present. The research on the seismic response of large and complex underground station structures with unequal spans is even more rare. In this paper, by introducing the large deformation constitutive model of sand liquefaction and using the finite element mesh adaptive adjustment technique to overcome the distortion of soil mesh large deformation, a finite element numerical model of static and dynamic coupling nonlinear interaction between liquefied site soil and complex unequal span subway station structure was established. The distribution characteristics of site liquefaction, floating characteristics of unequal-span station structure, displacement settlement and vector characteristics of surrounding site, lateral deformation and seismic damage characteristics of the interaction system were analyzed. The seismic response law of the interaction system and the seismic failure characteristics of large-scale unequal-span underground structures in liquefied foundation were preliminarily revealed. The research results help to improve the understanding of the seismic response of unequal-span subway station structures in liquefied sites and the seismic design methods.
王建宁1,2,付继赛3,庄海洋3,窦远明1,马国伟1. 可液化场地中复杂异跨地铁地下车站结构的地震反应分析[J]. 振动与冲击, 2020, 39(7): 170-179.
WANG Jianning1,2, FU Jisai3, ZHUANG Haiyang3, DOU Yuanming1, MA Guowei1. Seismic response analysis of complex subway station structure with unequal-span in liquefiable foundation. JOURNAL OF VIBRATION AND SHOCK, 2020, 39(7): 170-179.
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