The　mechanical　behavior　of　beam-column　joints　under　large　deformation　is　the　key　factor　affecting　the　progressive　collapse　resistance　of　precast　concrete　frame　structures　with　dry-connections.　In　this　paper,　a　static　progressive　collapse　test　was　conducted　on　three　beam-column　substructure　specimens,　including　one　bolted　connection　specimen,　one　unbonded　prestressed　connection　specimen　and　one　cast-in-situ　specimen.　The　failure　modes　of　joints　and　the　static　collapse　resistance　of　substructures　under　different　deformations　were　analyzed　via　test　results.　The　dynamic　collapse　resistance　of　substructures　was　also　investigated　based　on　the　energy　conservation　principle.　Compared　with　the　cast-in-situ　specimen,　the　static　and　dynamic　collapse　resistances　of　the　bolted　connection　specimen　under　the　compression　arch　mechanism　are　reduced　by　41%　and　45%,　respectively,　due　to　the　buckling　of　connection　steel　plate　which　has　been　exposed　to　the　tensile　force　at　beam　ends.　These　resistances　under　the　catenary　mechanism　are　also　reduced　by　27%　and　37%,　respectively,　owing　to　the　fracture　of　connection　angle　steel　and　bolts.　For　the　unbonded　prestressed　connection　specimen,　the　static　and　dynamic　collapse　resistances　under　the　compression　arch　mechanism　are　reduced　by　39%　and　45%,　respectively,　comparing　with　the　cast-in-situ　specimen　due　to　the　early　crush　of　concrete.　Although　the　static　collapse　resistance　under　the　catenary　mechanism　is　increased　by　52%,　which　is　contributed　by　the　prestressed　steel　bars,　the　corresponding　dynamic　collapse　resistance　of　the　unbonded　prestressed　connection　specimen　is　17%　lower　than　that　of　the　cast-in-situ　specimen　due　to　the　smaller　accumulated　dissipating　energy　under　the　compression　arch　mechanism.　©　2020,　Editorial　Office　of　Journal　of　Building　Structures.　All　right　reserved.