[3] QIAN Kai, LIANG Shi-lin, XIONG Xue-yu, et al. Quasi-static and dynamic behavior of precast concrete frames with high performance dry connections subjected to loss of a penultimate column scenario[J]. Engineering Structures, 2020, 205(C): 110115-110115.

[8] YU Jun, AHMAD Tahir, GAN Yi-ping, et al. Effect of tie column on the progressive collapse performance of infilled reinforced concrete frames[J]. Advances in Structural Engineering, 2023, 26(15): 2862-2878.

[9] YU Jun, TAN Kang-hai. Analytical model for the capacity of compressive arch action of reinforced concrete sub-assemblages[J]. Magazine of Concrete Research, 2014, 66(3): 109-126.

[10] ZHANG Jing-zhou, LI Guo-qiang, JIANG Jian. Modeling structural behavior of reinforced concrete beam slab substructures subject to side-column loss at large deflections[J]. Advances in Structural Engineering, 2018, 21(7): 1051-1071.

[11] PHAM Xuan Dat, TAN Kang-hai, YU Jun. A simplified approach to assess progressive collapse resistance of reinforced concrete framed structures[J]. Engineering Structures, 2015, 10145-57.

[14] Applied Reserch Associates, Inc. Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects[S]. Prepared for the US General Services Administration, Washington, D C, 2003.

[15] Department of Defense. Design of buildings to resist progressive collapse[S]. Department of Defense, January 2005.