1 Arshian, A.H., "Three-dimensional progressive collapse analysis of reinforced concrete frame structures subjected to sequential column removal" 132 : 87-97, 2017
2 Chen, C., "The multi-factor effect of tensile strength of concrete in numerical simulation based on the Monte Carlo random aggregate distribution" 165 : 585-595, 2018
3 Chang Hong Chen, "The finite element model research of the pre-twisted thin-walled beam" 국제구조공학회 57 (57): 389-402, 2016
4 Jones, S.W., "The analysis of frames with semi-rigid connections-a state-of-theart report" 3 (3): 2-13, 1983
5 Chang Hong Chen, "Progressive collapse analysis of steel frame structure based on the energy principle" 국제구조공학회 21 (21): 553-571, 2016
6 US General Services Administration, "Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects" 2013
7 Wang, W., "Performance of practical beam-to-SHS column connections against progressive collapse" 106 : 332-347, 2016
8 Tavakoli, H.R., "Numerical study of progressive collapse in framed structures: A new approach for dynamic column removal" 26 (26): 685-692, 2013
9 Fu, Q.N., "Numerical simulations on three-dimensional composite structural systems against progressive collapse" 135 : 125-136, 2017
10 Yang, B., "Numerical analyses of steel beam-column joints subjected to catenary action" 70 : 1-11, 2012
1 Arshian, A.H., "Three-dimensional progressive collapse analysis of reinforced concrete frame structures subjected to sequential column removal" 132 : 87-97, 2017
2 Chen, C., "The multi-factor effect of tensile strength of concrete in numerical simulation based on the Monte Carlo random aggregate distribution" 165 : 585-595, 2018
3 Chang Hong Chen, "The finite element model research of the pre-twisted thin-walled beam" 국제구조공학회 57 (57): 389-402, 2016
4 Jones, S.W., "The analysis of frames with semi-rigid connections-a state-of-theart report" 3 (3): 2-13, 1983
5 Chang Hong Chen, "Progressive collapse analysis of steel frame structure based on the energy principle" 국제구조공학회 21 (21): 553-571, 2016
6 US General Services Administration, "Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects" 2013
7 Wang, W., "Performance of practical beam-to-SHS column connections against progressive collapse" 106 : 332-347, 2016
8 Tavakoli, H.R., "Numerical study of progressive collapse in framed structures: A new approach for dynamic column removal" 26 (26): 685-692, 2013
9 Fu, Q.N., "Numerical simulations on three-dimensional composite structural systems against progressive collapse" 135 : 125-136, 2017
10 Yang, B., "Numerical analyses of steel beam-column joints subjected to catenary action" 70 : 1-11, 2012
11 Chan, S.L., "Nonlinear static and cyclic analysis of steel frames with semi-rigid connections" Elsevier 2000
12 Ihaddoudene, A.N.T., "Mechanical model for the analysis of steel frames with semirigid joints" 65 (65): 631-640, 2009
13 "Federal Emergency Management Agency 356, Prestandard and Commentary for the Seismic Rehabilitation of Buildings"
14 Yang, B., "Experimental tests of different types of bolted steel beam-column joints under a centralcolumn-removal scenario" 54 : 112-130, 2013
15 Mashhadiali, N., "Dynamic Increase Factor for Investigation of Progressive Collapse Potential in Tall Tube-Type Buildings" 30 (30): 4016050-, 2016
16 Liu, M., "Discussion of -Alternate Path Method in Progressive Collapse Analysis: Variation of Dynamic and Nonlinear Load Increase Factors" by Aldo McKay, Kirk Marchand, and Manuel Diaz" 21 (21): 07016001-, 2013
17 Liu, M., "Discussion of -Alternate Path Method in Progressive Collapse Analysis: Variation of Dynamic and Nonlinear Load Increase Factors" by Aldo McKay, Kirk Marchand, and Manuel Diaz" 21 (21): 07016001-, 2016
18 Degertekin, S.O., "Design of nonlinear semi-rigid steel frames with semi-rigid column bases" 4 : 1-16, 2004
19 Unified Facilities Criteria, "Design of Buildings to Resist Progressive Collapse; (UFC4-023-03)"
20 M. Mirtaheri, "Design guides to resist progressive collapse for steel structures" 국제구조공학회 20 (20): 357-378, 2016
21 Marjanishvili, S., "Comparison of various procedures for progressive collapse analysis" 20 (20): 365-374, 2006
22 Saberi, V., "Comparison of bolted end plate and T-stub connection sensitivity to component thickness" 98 : 134-145, 2014
23 Bjorhovde, R., "Classification system for beam-to-column connections" 116 (116): 3059-3076, 1990
24 Tsai, M.H., "Assessment of analytical load and dynamic increase factors for progressive collapse analysis of building frames" 15 (15): 41-54, 2012
25 Frye, M.J., "Analysis of flexibly connected steel frames" 2 (2): 280-291, 1975
26 Chen, C.H., "An evaluation method to predict progressive collapse resistance of steel frame structures" 22 : 238-250, 2016
27 Li, Y., "An energy-based assessment on dynamic amplification factor for linear static analysis in progressive collapse design of ductile RC frame structures" 17 (17): 1217-1225, 2014
28 Khuyen, H.T., "An approximate method of dynamic amplification factor for alternate load path in redundancy and progressive collapse linear static analysis for steel truss bridges" 6 : 53-62, 2016
29 Tsai, M.H., "An analytical methodology for the dynamic amplification factor in progressive collapse evaluation of building structures" 37 (37): 61-66, 2010
30 Qin, X., "A special reinforcing technique to improve resistance of beam-to-tubular column connections for progressive collapse prevention" 117 : 26-39, 2016
31 Liu, M., "A new dynamic increase factor for nonlinear static alternate path analysis of building frames against progressive collapse" 48 : 666-673, 2013