1. SAC, Interim guidelines: evaluation, repair, modification and design of steel moment frames, Emergency Management Agency, Report No. SAC-95-02, 1995.
2. FEMA. FEMA 403: World Trade Centre building performance study: data collection, preliminary observation and recommendations[R].Washington DC: Federal Emergency Management Agency, Federal Insurance and Mitigation Administration, 2002: Chapter 8: 1-10.
3. Anti-collapse performances of steel beam-to-column assemblies with different span ratios[J];Meng;J Constr Steel Res,2018
4. Progressive collapse analysis of concrete-filled steel tubular column to steel beam connections using multi-scale model[C]//Structures;Wang;Elsevier,2017
5. Experimental investigation of composite joints with concrete-filled steel tubular column under column removal scenario[J];Wang;Eng Struct,2020