Seismic Performance Analysis of Three-Arch Double-Deck Metro Station Based on Response Displacement Method
Taken the Dawanglu station of Beijing metro line 14 as engineering background,the response displacement method is used to analyze the seismic performance of the three-arch double-deck metro station modeled by the two-dimensional finite element method.Numerical results show that the seismic calculation based on the response displacement method can be used in the seismic design of metro engineering,considering the soil-structure interaction and their vibration characteristics.Under the seismic loads,the larger moment of the three-arch double-deck metro station mainly occurs on the sidewall and at the base plate near the sidewall.For the three-arch double-deck metro station,the static and seismic conditions should be taken into account in the reinforcement design of structural elements.
Three-arch double-deck metro station Seismic performance Response displacement method Finite element Reinforcement design
Deyun Ding Weifeng Wang Meiqun Huang Xiuren Yang Zongzhen Wu
Beijing Urban Engineering Design and Research Institute Co.,Ltd.,Beijing,100037,China School of Civil Engineering,Beijing Jiaotong University,Beijing,100044,China
国际会议
沈阳
英文
879-883
2012-09-26（万方平台首次上网日期，不代表论文的发表时间）