[1] U. DoD, Structures to Resist the Effects of Accidental Explosions. US DoD, Washington, DC, USA, UFC 3-340-02, 2008.
[2] U. Gsa, Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects, Washington, DC, (2003).
[3] B.R. Ellingwood, R. Smilowitz, D.O. Dusenberry, D. Duthinh, H.S. Lew, N.J. Carino, Best practices for reducing the potential for progressive collapse in buildings, (2007).
[4] R. Sun, Z. Huang, I.W. Burgess, Progressive collapse analysis of steel structures under fire conditions, Engineering structures, 34 (2012) 400-413.
[5] H. Kim, Progressive collapse behavior of reinforced concrete structures with deficient details, (2006).
[6] M. Sasani, J. Kropelnicki, Progressive collapse analysis of an RC structure, The Structural Design of Tall and Special Buildings, 17(4) (2008) 757-771.
[7] M. Sasani, S. Sagiroglu, Gravity Load Redistribution and Progressive Collapse Resistance of 20-Story Reinforced Concrete Structure following Loss of Interior Column, ACI Structural Journal, 107(6) (2010).
[8] O. Pekau, Y. Cui, Progressive collapse simulation of precast panel shear walls during earthquakes, Computers & structures, 84(5-6) (2006) 400-412.
[9] O.A. Mohamed, Assessment of progressive collapse potential in corner floor panels of reinforced concrete buildings, Engineering Structures, 31(3) (2009) 749-757.
[10] Y. Bao, S.K. Kunnath, Simplified progressive collapse simulation of RC frame–wall structures, Engineering Structures, 32(10) (2010) 3153-3162.
[11] H. Mostafaei, T. Kabeyasawa, Performance of a sixstory reinforced concrete structure in post-earthquake fire, in: 10th Canadian Conference on Earthquake Engineering, Institute for Research in Construction Toronto, Ontario, 2010.
[12] B. Behnam, H. Ronagh, M. Ashraf, Performance of reinforced concrete structures in post-earthquake fire, in: SEMC 2013: Proceedings of the 5th International Conference on Structural Engineering, Mechanics and Computation, Taylor & Francis Group, 2013, pp. 727-728.
[13] J. Kim, Y.H. Lee, Seismic performance evaluation of diagrid system buildings, The Structural design of tall and special buildings, 21(10) (2012) 736-749.
[14] B. Yang, Y. Yang, X.-H. Zhou, Q.-F. Jiang, S.-B. Kang, Component tests and numerical simulations of composite floor systems under progressive collapse, Journal of Constructional Steel Research, 151 (2018) 25-40.
[15] S.-C. Lin, B. Yang, S.-B. Kang, S.-Q. Xu, A new method for progressive collapse analysis of steel frames, Journal of Constructional Steel Research, 153 (2019) 71-84.
[16] L. Bredean, M. Botez, The influence of beams design and the slabs effect on the progressive collapse resisting mechanisms development for RC framed structures, Engineering Failure Analysis, 91 (2018) 527-542.
[17] V. SAP, 19 (2017). CSI analysis reference manual, Computers and Structures Inc., Berkeley, California, USA.
[18] S.M. Walls, FEMA 356 Prestandard and Commentary for the Seismic Rehabilitation of Buildings, ASCE for the Federal Emergency Management Agency, Washington, DC, November 2000. Forghani R., Totoev YZ y Kanjanabootra S., Experimental investigation of the water penetration through semi interlocking masonry (SIM) walls, Proc. Annual Meeting of Architectural Institute of Japan, Kobe, Japan, September 2014, pp.889-890, Masonry Society Journal, 25(1) (2004) 41-52.
[19] J.B. Mander, M.J. Priestley, R. Park, Theoretical stressstrain model for confined concrete, Journal of structural engineering, 114(8) (1988) 1804-1826.
[20] A. Belarbi, T.T. Hsu, Constitutive laws of concrete in tension and reinforcing bars stiffened by concrete, Structural Journal, 91(4) (1994) 465-474.
[21]Seismic rehabilitation of existing building (Code 360), National organization of management and planning, Deputy of technical affairs, Technical affairs office, Compilation of criteria and reduction of earthquake risk, 2007. (In Persian).
[22] A.S.o.C. Engineers, Seismic Rehabilitation of Existing Buildings (ASCE/SEI 41-06).: Rehabilitation Requirements; Chapter 2 Scope; Chapter 3 Analysis Procedures; Chapter 4 Foundations and Geologic Site Hazards; Chapter 5 Steel; Chapter 6 Concrete; Chapter 7 Masonry; Chapter 8 Wood and Light Metal Framing; Chapter 9 Seismic Isolation and Energy Dissipation; Chapter 10 Simplified Rehabilitation; Chapter 11 Architectural, Mechanical, and Electrical Components; Appendix A Use of this Standard for Local or Directed Risk Mitigation Programs; Symbols; Acronyms; Definitions; References, in, American Society of Civil Engineers, 2007.
[23] A. Committee, Building code requirements for structural concrete (ACI 318-05) and commentary (ACI 318R-05), in, American Concrete Institute, 2005.
[24] D.-G. Lu, S.-S. Cui, P.-Y. Song, Z.-H. Chen, Robustness assessment for progressive collapse of framed structures using pushdown analysis methods, International Journal of Reliability and Safety, 6(1-3) (2012) 15-37.
[25] E.C.f. Standardization, Eurocode 2: Design of concrete structures—Part 1-2: General rules—Structural fire design, in, CEN Brussels, 2004.
[26] M. Vorechovsky, D. Matesová, Interplay of Sources of Size Effects in Concrete Specimens, in: Fracture of Nano and Engineering Materials and Structures, Springer, 2006, pp. 1365-1366.
[27]Ninth subject of national building regulations of Iran, Design and construction of RC buildings, Ministry of Housing and Urban Development, Deputy of housing and building affairs, Building regulations office, 2014 (In Persian)
[28] Alireza Pachenari, "Progressive collapse of RC structures", MSC dissertation, Amirkabir University of Technology, Civil Engineering and Environment department, 2010.(In Persian),
[29] J.H. Thomsen IV, J.W. Wallace, Displacement-based design of slender reinforced concrete structural walls—experimental verification, Journal of structural engineering, 130(4) (2004) 618-630.
)