To　solve　the　problems　of　insufficient　energy　dissipative　stability,　complex　application　processes,low　deformation　ability,low　safety　reserve　and　low　cost-effectiveness　of　additional　self-centering　components　in　self-centering　energy　dissipative　steel　frame　joint　between　beam　to　column,　poor　applicability　of　performance-based　design　methods　of　self-centering　energy　dissipative　steel　frame　structure,existing　researches　were　reviewed　and　analyzed　in　several　aspects,including　the　selection　of　types　of　additional　self-centering　and　energy　dissipative　components,the　construction　of　their　connections　with　steel　frames,and　the　performance-based　design　of　the　overall　structure　in　which　these　types　of　joints　are　located.　The　shortcomings　of　existing　researches　are　clarified,and　the　key　issues　of　self-centering　energy　dissipative　steel　frame　joint　between　beam　to　column,which　need　to　be　further　investigated,　are　addressed.　©　2025　Beijing　University　of　Technology.　All　rights　reserved.