现阶段,轨道交通已经成为城市交通运输体系的重要组成部分,但就目前来看我国对地铁车站结构抗震设计的重视还远远不够。文章通过结合一些地铁车站结构的抗震设计案例进行分析,不难发现在地震作用下常规车站的一维模型计算方法是比较常用的。除此之外,在计算中还发现,在地震作用下车站中柱的内力明显大于在静力荷载作用下的内力,这也就是说在地铁车站结构抗震设计过程中应该对中柱的抗震设计有足够的重视。 At present, rail transit has become an important part of the urban transportation system, but for now, our attention to the seismic design of metro station structures is far from enough. By combining the seismic design examples of some metro stations, it is not difficult to find that the one-dimensional model calculation method of conventional stations under earthquake is more common. In addition, in the calculation, it is also found that the internal force of the center column under the earthquake is obviously greater than the internal force under the static load, which means that the seismic design of the center column should be used in the seismic design of metro station structures Have enough attention.