With reference to a metro station in Shenyang,the subway station structure is selected with finite element numerical modeling,then calculation using the seismic deformation method,comparing the stastic calculation result to seismic calculation result,we can take the conclu-sions that the max stressing place of the station structure in seismic force,and the controlling working condition.%以沈阳地铁某站为工程背景，选取地铁车站主体结构建立合适的有限元模型，采用反应位移法对车站结构进行地震力计算，并将静力工况下和地震力工况下的计算结果进行比较，得出地铁车站在地震力工况下的薄弱部位，以及车站结构的控制工况。
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