The　double-parameter　seismic　damage　model　considering　deformation　and　energy　dissipation　can　well　explain　the　nature　of　structural　seismic　damage,　and　the　damage-based　analysis　method　for　seismic　performance　is　always　a　hot　research　point　in　this　field.　However,　there　are　still　some　problems　existing　in　the　research　of　the　damage　based　multi-dimensional　seismic　performance　of　bridge　structure,　such　as　combination　method　of　double-parameter　seismic　damage　indexes,　the　construction　of　damage　indices　from　material,　component　to　whole　structure　considering　multi-dimensional　seismic　effects,　and　damage-based　probabilistic　seismic　design　method,　et　al.　In　this　paper,　the　relevant　research　was　systematically　summarized,　and　the　state-of-the-art　and　development　prospect　of　the　seismic　performance　analysis　based　on　the　damage　model　were　analyzed.　It　is　thought　that　the　probability　distribution　of　the　existing　structural　parameters　can　be　well　obtained　by　finite　element　model　validation,　and　the　combination　of　the　damage　model　considering　the　multi-dimensional　seismic　action　and　the　vulnerability　analysis　will　provide　a　good　method　to　solve　the　problem　of　multi-dimensional　seismic　performance　assessment.　Finally,　based　on　the　seismic　damage　assessment　of　reinforced　concrete　box　piers　under　multidimensional　earthquake,　the　application　example　of　damage-based　assessment　method　was　given　and　provided　a　useful　reference　for　the　damage-based　multi-dimensional　seismic　performance　assessment　for　bridge　structure.