[1]  Li Y, Lu XZ, Guan H, Ye LP. An improved tie force method for progressive collapse resistance design of reinforced concrete frame structures, Engineering Structures, 2011, 33(10): 2931-2942.

[2]  Li Y, Lu XZ, Guan H, Ye LP. Progressive collapse resistance demand of RC frames under catenary mechanism. ACI Structural Journal, 2014, 111(5): 1225-1234.

[3]  Li Y, Lu XZ, Guan H, Ying MJ, Yan WM. A case study on a fire-induced collapse accident of a reinforced concrete frame-supported masonry structure. Fire Technology, 2016, 52(3): 707-729.

[4]  Lu XZ, Lin KQ, Li Y（通讯）, Guan H, Ren PQ, Zhou YL. Experimental investigation of RC beam-slab substructures against progressive collapse subject to an edge-column-removal scenario. Engineering Structures, 2017. 149: 91-103.

[5]  Diao MZ, Li Y（通讯）, Guan H, Lu XZ, Gilbert BP. Influence of horizontal restraints on the behaviour of vertical disproportionate collapse of RC moment frames. Engineering Failure Analysis, 2020, 109: 104324.

[6]  Yang YZ, Li Y（通讯）, Guan H, Diao MZ, Lu XZ. Enhancing post-punching performance of flat plate-column joints by different reinforcement configurations. Journal of Building Engineering, 2021, 43: 102855.

[7]  Diao MZ, Li Y（通讯）, Guan H, Yang Z, Gilbert BP, Wang JK. Pre- and post-punching performances of eccentrically loaded slab-column joints with in-plane restraints. Engineering Structures, 2021, 248: 113249.

[8]  Guo XK, Yang Z, Li Y（通讯）, Guan H, Lu XZ, Diao MZ. Progressive collapse of flat plate substructures initiated by upward and downward punching shear failures of interior slab-column joints. Journal of Structural Engineering-ASCE, 2022, 148(2): 04021262.

[9]  Zhang HY, Cheng XW, Li Y（通讯）, Du XL. Prediction of failure modes, strength, and deformation capacity of RC shear walls through machine learning. Journal of Building Engineering, 2022, 50: 104145.

[10]  Liu YL, Zhao ZD, Cheng XW, Li Y（通讯）, Sun HL. Experimental and numerical investigation of the progressive collapse of precast reinforced concrete frame substructures with wet connections. Engineering Structures, 2022, 256: 114010.