1 Kalogeropoulos A, "Thermal-stress analysis of a three-dimensional end-plate steel joint" 29 : 619-626, 2012
2 "Technical code for fire safety of steel structure in buildings. CECS200-2006" China Plan Press 2006
3 Wang M, "Strategies to increase the robustness of endplate beam–column connections in fire" 80 : 109-120, 2013
4 Shi G, "Static and seismic behavior of semi-rigid end plate connections of steel frame" Tsinghua University 2005
5 Gao YQ, "Resistance of flush endplate connections under tension and shear in fire" 86 : 195-205, 2013
6 Lou GB, "Research status of high strength bolt and end plate connection of steel structure(I)" 8 (8): 8-21, 2005
7 Ketabdari H, "Predicting post-fire mechanicalproperties of grade 8. 8 and 10. 9 steel bolts" 162 : 105735-, 2019
8 Wang XM, "Numerical analysis of ANSYS engineering structure" China Communications Press 2007
9 Mohamadi-shoore MR, "New modeling for moment-rotation behavior of bolted endplate connections" 18 (18): 827-834, 2011
10 Li GQ, "Modeling of end-plate bolted composite connection in fire considering axial force effects" 76 : 133-143, 2012
1 Kalogeropoulos A, "Thermal-stress analysis of a three-dimensional end-plate steel joint" 29 : 619-626, 2012
2 "Technical code for fire safety of steel structure in buildings. CECS200-2006" China Plan Press 2006
3 Wang M, "Strategies to increase the robustness of endplate beam–column connections in fire" 80 : 109-120, 2013
4 Shi G, "Static and seismic behavior of semi-rigid end plate connections of steel frame" Tsinghua University 2005
5 Gao YQ, "Resistance of flush endplate connections under tension and shear in fire" 86 : 195-205, 2013
6 Lou GB, "Research status of high strength bolt and end plate connection of steel structure(I)" 8 (8): 8-21, 2005
7 Ketabdari H, "Predicting post-fire mechanicalproperties of grade 8. 8 and 10. 9 steel bolts" 162 : 105735-, 2019
8 Wang XM, "Numerical analysis of ANSYS engineering structure" China Communications Press 2007
9 Mohamadi-shoore MR, "New modeling for moment-rotation behavior of bolted endplate connections" 18 (18): 827-834, 2011
10 Li GQ, "Modeling of end-plate bolted composite connection in fire considering axial force effects" 76 : 133-143, 2012
11 Chen L, "Methods of improving survivability of steel beam/column connections in fire" 79 : 127-139, 2012
12 Wang WY, "Influence of stiffener and end plate thickness on fire resistance of beam column joints" 38 (38): 99-102, 2008
13 Petrina T, "Fire resistance of steel beam to column end plate connections" 161 : 143-149, 2016
14 Chen XS, "Experimental study of end-plate joints with box columns" 143 : 307-319, 2018
15 Abidelah A, "Experimental and analytical behavior of bolted end-plate connections with or without stiffeners" 76 : 13-27, 2012
16 Guo Z, "Effect of preloading in high-strength bolts on bolted-connections exposed to fire" 90 : 112-122, 2017
17 Qiang XH, "Behaviour of beam-to-column high strength steel endplate connections under fire conditions-Part 2 : Numerical study" 64 : 39-51, 2014
18 Qiang XH, "Behaviour of beam-to-column high strength steel endplate connections under fire conditions-Part 1 : Experimental study" 64 : 23-38, 2014