Different　seismic　design　methods　for　subway　structures　are　introduced,　including　dynamic　time　history　analysis　method,　response　displacement　method,　integrated　response　displacement　method,　modified　cross　section　racking　deformation　method,　Zhang　Jianmin＇s　seismic　earth　pressure　method,　simplified　seismic　earth　pressure　method,　the　response　acceleration　method　and　Pushover　analysis　method.　The　deformations　(displacement　difference　between　the　roof　and　floor)　and　the　internal　forces　of　single-frame　side　wall　of　underground　diameter　line　in　Beijing　in　different　geological　conditions　and　different　depths　are　computed　with　above　design　methods　and　compared　with　each　other,　which　can　provide　some　reference　for　the　difference　law　of　results　with　various　design　methods.　The　results　show　that　the　calculated　values　of　response　acceleration　method,　Pushover　analysis　method　agree　well　with　dynamic　time　history　analysis　method　in　different　soil　conditions.　In　different　depth　conditions,　the　calculated　values　of　response　displacement　method　based　on　the　Japanese　seismic　design　of　railway　dynamic　spring　constant　and　Zhang　Jianmin＇s　seismic　earth　pressure　method　approach　more　to　dynamic　time-history　analysis　method.