Progressive　collapse　is　a　complex　mechanical　behavior　of　the　whole　structural　system,　involving　the　uncertainty　of　extreme　load,　the　strong　dynamic　nonlinearity　of　structural　behavior　and　the　super　large　deformation　characteristics　of　bearing　mechanism.　In　order　to　better　apply　the　existing　research　results　of　progressive　collapse　resistance,　the　experimental,　numerical　and　theoretical　research　results　of　concrete　structures　with　great　influence　at　home　and　abroad　were　combed.　The　results　show　that　the　existing　experimental　research　mainly　focus　on　frame　structure　and　plate　column　structure,　and　there　is　obviously　less　research　on　other　types　of　structures　such　as　shear　wall　structure　and　frame　shear　structure.　The　theoretical　calculation　model　of　main　resistance　mechanism　is　too　complex,　which　is　not　conducive　to　engineering　application.　The　existing　numerical　studies　can　not　accurately　consider　the　bond　slip　failure　of　reinforcement,　fracture　of　reinforcement　and　softening　and　crushing　of　concrete　under　large　deformation,　and　the　accuracy　need　to　be　improved.　The　existing　research　basically　does　not　consider　the　adverse　effects　of　multi　disaster　coupling,　which　leads　to　inaccurate　research　conclusions　and　is　not　conducive　to　guiding　the　design.　In　the　future,　it　is　necessary　to　further　study　the　failure　law　of　dynamic　collapse,　the　continuous　collapse　of　different　types　of　structures,　the　progressive　collapse　law　of　overall　structural　system,　the　progressive　collapse　mechanism　related　to　disasters,　the　anti-progressive　collapse　system　for　mulii　disaster　defense,　the　antiprogressive　collapse　design　method　for　engineering,　and　the　efficient　numerical　analysis　model　of　progressive　collapse.　©　2022,　Editorial　Department　of　Journal　of　Architecture　and　Civil　Engineering.　All　rights　reserved.