1 Approved document A, "The building regulation, A3: Disproportional collapse"
2 Al-Salloum YA, "Strengthening of precast RC beam-column connections for progressive collapse mitigation using bolted steel plates" 161 (161): 146-160, 2018
3 Main JA, "Robustness of precast concrete frames: Experimental and computational studies" 2014
4 Fascetti A, "Robustness evaluation of RC frame buildings to progressive collapse" 86 : 242-249, 2015
5 GSA, "Progressive collapse analysis and design guidelines for federal office buildings and major modernization projects"
6 Ahmed Elshaer, "Progressive Collapse Assessment of Multistory Reinforced Concrete Structures Subjected To Seismic Actions" 대한토목학회 21 (21): 184-194, 2017
7 Qian K, "Performance of three-dimensional reinforced concrete beam-column substructures under loss of a corner column scenario" 139 : 584-594, 2013
8 Tohidi M, "Numerical evaluations of codies design methods for progressive collapse resistance of precast concrete cross wall structrues" 76 : 177-186, 2014
9 Elsanadedy H, "Investigationof precast RC beam-column assemblies under column-loss scenario" 142 : 552-571, 2017
10 "GBT-51231, Technical standard for assembled buildings with concrete structure"
1 Approved document A, "The building regulation, A3: Disproportional collapse"
2 Al-Salloum YA, "Strengthening of precast RC beam-column connections for progressive collapse mitigation using bolted steel plates" 161 (161): 146-160, 2018
3 Main JA, "Robustness of precast concrete frames: Experimental and computational studies" 2014
4 Fascetti A, "Robustness evaluation of RC frame buildings to progressive collapse" 86 : 242-249, 2015
5 GSA, "Progressive collapse analysis and design guidelines for federal office buildings and major modernization projects"
6 Ahmed Elshaer, "Progressive Collapse Assessment of Multistory Reinforced Concrete Structures Subjected To Seismic Actions" 대한토목학회 21 (21): 184-194, 2017
7 Qian K, "Performance of three-dimensional reinforced concrete beam-column substructures under loss of a corner column scenario" 139 : 584-594, 2013
8 Tohidi M, "Numerical evaluations of codies design methods for progressive collapse resistance of precast concrete cross wall structrues" 76 : 177-186, 2014
9 Elsanadedy H, "Investigationof precast RC beam-column assemblies under column-loss scenario" 142 : 552-571, 2017
10 "GBT-51231, Technical standard for assembled buildings with concrete structure"
11 Yi WJ, "Experimental study on progressive collapse-resistant behavior of reinforced concrete frame structures" 105 (105): 433-439, 2008
12 Yu J, "Experimental and numerical investigation on progressive collapse resistance of reinforced concrete beam column sub-assemblages" 55 : 90-106, 2013
13 Tarek H. Almusallam, "Experimental Investigation on Vulnerability of Precast RC Beam-column Joints to Progressive Collapse" 대한토목학회 22 (22): 3995-4010, 2018
14 Dongzhi Guan, "Experimental Evaluation of Precast Concrete Beam-Column Connections with High-strength Steel Rebars" 대한토목학회 23 (23): 238-250, 2019
15 Tohidi M, "Effect of floor joint design on catenary actions of precast floor slab system" 152 : 247-288, 2017
16 DoD, "Design of buildings to resist progressive collapse. UFC 4-023-03"
17 Belarbi A, "Constitutive laws of reinforced concrete membrane elements" 1996
18 Kang SB, "Behaviour of PC beam-column sub-assemblages subject to column removal" 93 : 85-96, 2015
19 Nimse RB, "Behavior of wet precast beam column connections under progressive collapse scenario : An experimental study" 6 : 149-159, 2014
20 Elsanadedy HM, "Assessment of progressive collapse potential of special moment resisting RC frames-Experimental and FE study" 105 : 896-918, 2019
21 ABAQUS, "Analysis user's manual, version 6.13"
22 "Actions on structures, Part 1-7: General actions - accidental actions. EN 1991-1-7"
23 Popovics S, "A numerical approach to the complete stress-strain curve of concrete" 3 : 583-599, 1973
24 Alogla K, "A new mitigation scheme to resist progressive collapse of RC structures" 125 : 533-545, 2016