[1] U. Starossek, “Typology of progressive collapse,” Eng. Struct., vol. 29, no. 9, pp. 2302–2307, 2007.
[2] H. Shakib, M. Zakersalehi, V. Jahangiri, and R. Zamanian, “Evaluation of Plasco Building fire-induced progressive collapse,” in Structures, 2020, vol. 28, pp. 205–224.
[3] GSA, “Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects,” Washington, DC, 2016.
[4] ASCE/SEI 7-16, Minimum Design Loads and Buildings and Other Structures. 2016.
[5] B. R. Ellingwood, R. Smilowitz, D. O. Dusenberry, D. Duthinh, H. S. Lew, and N. J. Carino, “Best practices for reducing the potential for progressive collapse in buildings,” 2007.
[6] UFC, Design of Buildings to Resist Progressive Collapse. Department of Defence, 2009.
[7] J. Kim and T. Kim, “Assessment of progressive collapse-resisting capacity of steel moment frames,” J. Constr. Steel Res., vol. 65, no. 1, pp. 169–179, 2009.
[8] J. Kim and D. An, “Evaluation of progressive collapse potential of steel moment frames considering catenary action,” Struct. Des. tall Spec. Build., vol. 18, no. 4, pp. 455–465, 2009.
[9] T. Li, Z. Shang, Y. Ji, and C. Liu, “Research on Catenary Action of Frame Structure in Progressive Collapse with Fiber Model,” in 3rd International Conference on Mechatronics, Robotics and Automation, 2015.
[10] F. H. Rezvani, A. M. Yousefi, and H. R. Ronagh, “Effect of span length on progressive collapse behaviour of steel moment resisting frames,” in Structures, 2015, vol. 3, pp. 81–89.
[11] K. Mehdizadeh and A. Karamodin, “Evaluation the possibility of the occurrence of progressive collapse in steel moment frames (ordinary, intermediate and special) due to sudden column removal,” J. Struct. Constr. Eng., vol. 5, no. 3, pp. 85–105, 2018, doi: 10.22065/jsce.2017.89028.1231.
[12] F. Xie, B. Gu, and H. Qian, “Experimental study on the dynamic behavior of steel frames during progressive collapse,” J. Constr. Steel Res., vol. 177, p. 106459, 2021.
[13] K. Qian, B. Li, and Z. Zhang, “Influence of multicolumn removal on the behavior of RC floors,” J. Struct. Eng., vol. 142, no. 5, p. 4016006, 2016.
[14] M. Nassir, J. Yang, S. Nyunn, I. Azim, and F. L. Wang, “Progressive Collapse Analysis of multi-story building under the scenario of multi-column removal,” in E3S Web of Conferences, 2019, vol. 136, p. 4050.
[15] F. Parisi and M. Scalvenzi, “Progressive collapse assessment of gravity-load designed European RC buildings under multi-column loss scenarios,” Eng. Struct., vol. 209, p. 110001, 2020.
[16] J.-Z. Zhang, B.-H. Jiang, R. Feng, and R. Chen, “Robustness of steel moment frames in multi-column-removal scenarios,” J. Constr. Steel Res., vol. 175, p. 106325, 2020.
[17] R. Jalali Larijani, H. Dashti Nasserabadi, and I. Aghayan, “Progressive collapse investigation of buildings with concentric and eccentric braced frames using nonlinear procedure,” J. Struct. Constr. Eng., 2020, doi: 10.22065/jsce.2020.203435.1964.
[18] H. R. Ashrafi and S. A. Hassanzadeh, “Introducing an optimal method for macro modeling of nonlinear dynamic analysis in progressive collapse (A case study : OpenSees program),” J. Struct. Constr. Eng., vol. 7, no. 1, pp. 5–25, 2020, doi: 10.22065/jsce.2018.113761.1425.
[19] Q. N. Fu, K. H. Tan, X. H. Zhou, and B. Yang, “Three-dimensional composite floor systems under column-removal scenarios,” J. Struct. Eng., vol. 144, no. 10, p. 4018196, 2018.
[20] Q. Fu and K.-H. Tan, “Numerical study on steel-concrete composite floor systems under corner column removal scenario,” in Structures, 2019, vol. 21, pp. 33–44.
[21] Q. N. Fu and K. H. Tan, “Parametric effects on composite floor systems under column removal scenario,” Eng. Struct., vol. 187, pp. 161–176, 2019.
[22] V. Broujerdian, E. Mohammadi Dehcheshmeh, and G. Ghodrati Amiri, “Effect of composite slab on the progressive collapse control of steel moment frame structures,” J. Civ. Environ. Eng., 2020, doi: 10.22034/jcee.2020.21013.1514.
[23] M. Saghaie Sahebalzaman, M. R. Sheidaii, and A. Salmasi, “Effects of plastic hinges modelling of fully restrained connections in the progressive collapse resistance of steel moment frames,” J. Struct. Constr. Eng., vol. 8, no. 1, pp. 327–342, 2021, doi: 10.22065/jsce.2019.184813.1855.
[24] A. Habibullah, “ETABS users manual,” Comput. Struct. Inc., Berkeley, California, USA, 2016.
[25] S. Mazzoni, F. McKenna, M. H. Scott, and G. L. Fenves, “OpenSees command language manual,” Pacific Earthq. Eng. Res. Cent., vol. 264, 2006.
[26] U. Starossek, Progressive collapse of structures, vol. 153. thomas telford London, 2018.
[27] K. Khandelwal and S. El-Tawil, “Collapse behavior of steel special moment resisting frame connections,” J. Struct. Eng., vol. 133, no. 5, pp. 646–655, 2007.
[28] A. I. of S. Construction, “Specification for Structural Steel Buildings,” pp. 1–612, 2010.
[29] INBC Part 10th, “Iranian National Building Code, Part 10th, Design and Construction of steel buildings.” 2013.
[30] INBC Part 6th, “Iranian National Building Code, Part 6th , Design Loads for Buildings.” 2013.
[31] ASCE/SEI 7, “Minimum Design Loads for Buildings and Other Structures (ASCE/SEI 7-16).,” 2016.
[32] IBC Standard, “Iranian Building Codes And Standards, Iranian Code Of Practice For Seismic Resistant Design Of Buildings, Standard No.2800, 4th Edition.” 2013.
[33] A. Tsitos, “Experimental investigation of the progressive collapse of steel frames.” PhD dissertation, Department of Civil, Structural & Environmental …, 2009.
[34] NO. 360, Instruction for Seismic Rehabilitation of Existing Buildings,Office of Deputy for Strategic Supervision Department of Technical Affairs, NO. 360 ,First Revision. 2014.
[35] Fema 356, “Fema 356 : Prestandard and Commentary for the Seismic Rehabilitation of Buildings in Rehabilitation Requirements,” American Society of Civil Engineers Washington, DC, USA, 2000.
[36] E. Kalilzadeh Vahidi and pouria chavoshani, “The effect of increasing span length and storey height on the progressive failure of reinforced concrete frames with different percentages of openings in the masonry infilled wall,” J. Struct. Constr. Eng., 2020, doi: 10.22065/jsce.2020.210392.2010.