There　are　many　kinds　of　ground　motion　intensity　measures　that　affect　the　dynamic　response　of　metro　stations.　It　is　of　great　practical　significance　to　study　the　correlation　between　the　ground　motion　intensity　measures　and　the　structural　seismic　response　indexes　for　seismic　design　of　underground　structures.　In　order　to　study　the　ground　motion　intensity　measures　suitable　for　evaluating　subway　underground　stations　under　the　near-field　ground　motion,　the　Daikai　metro　station　is　taken　as　the　prototype.　Based　on　the　results　of　nonlinear　time-history　analysis,　through　the　bilinear　logarithmic　regression　analysis　of　22　seismic　intensity　measures　and　structural　seismic　response　indexes,　the　ground　motion　intensity　measures　and　structural　seismic　response　indexes　are　analyzed　and　evaluated　in　terms　of　efficiency,　practicality　and　proficiency.　The　results　show　that　the　acceleration　ground　motion　intensity　measure　represented　by　PGA　and　the　spectral　correlation　ground　motion　intensity　measure　represented　by　ASI　are　more　suitable　for　studying　one-story　subway　station　structures,　which　are　suitable　for　predicting　the　dynamic　response　of　structures　under　ground　motion.　The　drift　ratio　between　the　top　slab　and　the　bottom　slab,　the　shear　force　at　the　bottom　of　the　middle　column　and　the　bending　moment　at　the　bottom　of　the　middle　column　are　suitable　as　the　dynamic　response　indexes　for　predicting　the　underground　subway　structures.　©　2020,　Editorial　Office　of　Chinese　Journal　of　Geotechnical　Engineering.　All　right　reserved.