1 DoD, "UFC 4-023-03: Design of Building to Resist Progressive Collapse"
2 Leyendecker, E.V., "The incidence of abnormal loading in residential buildings, Building Science Series No. 89"
3 Lu, X.Z., "Study on the design methods to resist progressive collapse for structures" 2008
4 SCE, "Standard 7-05: Minimum design loads for buildings and other structures"
5 Kim, J.K., "Sensitivity analysis of steel buildings subjected to column loss" 33 (33): 421-432, 2011
6 American Institute of Steel Construction, "Seismic provisions for structural steel buildings"
7 Crawford, J.E., "Retrofit methods to mitigate progressive collapse, the multi hazard mitigation council of the national institute of building sciences" 2002
8 Sasani, M., "Progressive collapse resistance of Hotel San Diego" 134 (134): 478-488, 2008
9 Kandil, K.S., "Progressive collapse of steel frames" 1 : 39-48, 2013
10 Liu, M., "Progressive collapse design of seismic steel frames using structural optimization" 67 (67): 322-332, 2011
1 DoD, "UFC 4-023-03: Design of Building to Resist Progressive Collapse"
2 Leyendecker, E.V., "The incidence of abnormal loading in residential buildings, Building Science Series No. 89"
3 Lu, X.Z., "Study on the design methods to resist progressive collapse for structures" 2008
4 SCE, "Standard 7-05: Minimum design loads for buildings and other structures"
5 Kim, J.K., "Sensitivity analysis of steel buildings subjected to column loss" 33 (33): 421-432, 2011
6 American Institute of Steel Construction, "Seismic provisions for structural steel buildings"
7 Crawford, J.E., "Retrofit methods to mitigate progressive collapse, the multi hazard mitigation council of the national institute of building sciences" 2002
8 Sasani, M., "Progressive collapse resistance of Hotel San Diego" 134 (134): 478-488, 2008
9 Kandil, K.S., "Progressive collapse of steel frames" 1 : 39-48, 2013
10 Liu, M., "Progressive collapse design of seismic steel frames using structural optimization" 67 (67): 322-332, 2011
11 Marjanishvili, S.M., "Progressive analysis procedure for progressive collapse" 18 (18): 79-85, 2004
12 General Services Administration, "Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects"
13 Mirtaheri, M., "On the analysis and design of steel structure to mitigate progressive collapse" 378-379 : 775-779, 2012
14 "National Building Code of Canada"
15 "FEMA 356, Pre-standard and Commentary for the Seismic Rehabilitation of Buildings"
16 Farshad Hashemi Rezvani, "Effect of span length on progressive collapse behaviour of steel moment resisting frames" Elsevier BV 3 : 81-89, 2015
17 Farshad Hashemi Rezvani, "Effect of seismic design level on safety against progressive collapse of concentrically braced frames" 국제구조공학회 16 (16): 135-156, 2014
18 Kaewkulchai, G., "Dynamic behavior of planar frames during progressive collaps" 2003
19 김진구, "Design of steel moment frames considering progressive collapse" 국제구조공학회 8 (8): 85-98, 2008
20 Marjanishvili, S., "Comparison of Various Procedures for Progressive Collapse Analysis" 20 (20): 356-374, 2006
21 National Institute of Standards and Technology, "Best Practices for Reducing the Potential for Progressive Collapse in Buildings"
22 "ASCE 7-02, Minimum Design Loads for Buildings and other Structures"