软土侧向大变形将是造成地铁车站结构严重震害的主要因素。
The large lateral displacement of soft soil layer is the main factor to cause the severe earthquake damage of subway stations.
在城市中心区狭窄路段采用逆向构筑地铁车站结构的工艺设计和施工方法。
Owing to the narrow street in downtown area, inverted construction is usually adopted as the technical design and construction method of subway station.
该研究工作能为建立典型软土地铁车站结构地震响应的三维计算方法提供基础。
The study provides foundations to establish the 3d calculation method for metro station structure under seismic load in soft soil areas.
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