[1] ASCE, (2018). Minimum design loads for buildings and other structures, American Society of Civil Engineers, USA.
[2] Bao YH, Kunnath SK. (2019). Simplified progressive collapse simulation of RC framewall structures. Eng Struct, 32(10): 3153–3162.
[3] CEN, E. (2005). Eurocode: Design of steel structures-Part 1-2: General rules-Structural Fire Design. Brussels: CEN.
[4] Department of Defense (DoD). (2019). Design of buildings to resist progressive collapse, unified facilities criteria, 4-023-03.
[5] Demonceau JF. (2018). Steel and composite frames: sway response under conventional loading and development of membrane effects in beams further to an exceptional action. Doctor of Philosophy thesis. Civil and Environmental Engineering, University of Liège.
[6] Saberi, V., Saberi, H., Salimikia, M., Sadeghi, A. (2021). Investigation the cyclic behavior of rigid RBS connections with horizontal and vertical stiffeners in steel moment- resisting frame. Amirkabir Journal of Civil Engineering. (In Persian).
[7] Saberi, V., saberi, H., Sadeghi, A. (2020). Collapse Assessment of Steel Moment Frames Based on Development of Plastic Hinges. Amirkabir Journal of Civil Engineering, 52(11), 10-10. (In Persian).
[8] Al-Jabri, KS., Burgess, IW., Lennon, T., & Plank, RJ. (2005). Moment–rotation–temperature curves for semi-rigid joints. Journal of Constructional Steel Research, 61(3), 281-303.
[9] Ahn, JK., Lee, CH., & Park, HN. (2013). Prediction of fire resistance of steel beams with considering structural and thermal parameters. Fire safety journal, 56, 65-73.
[10] Zhang, C., Choe, L., Seif, M., & Zhang, Z. (2015). Behavior of axially loaded steel short columns subjected to a localized fire. Journal of Constructional Steel Research, 111, 103-111.
[11] Lennon, T., Moore, D. B., & BAILEY, C. (1999). The behaviour of full-scale steel-framed buildings subjected to compartment fires. The Structural Engineer, 77(8), 15-21.
[12] Liew, J.R., Tang, L.K., Holmaas, T. and Choo, Y.S. (1998). Advanced analysis for the assessment of steel frames in fire. Journal of Constructional Steel Research, 47(1), 19-45.
[13] Ali, H.M., Senseny, P.E. and Alpert, R.L. (2004). Lateral displacement and collapse of single-story steel frames in uncontrolled fires. Engineering Structures, 26(5), 593-607.
[14] Memari, M., Hussam, M., & Bruce, E. (2014). Post-earthquake fire performance of moment resisting frames with reduced beam section connections. Journal of Constructional Steel Research, 215–229.
[15] Behnam, B., & Ronagh, HR. (2015). Post-Earthquake Fire performance-based behavior of unprotected moment resisting 2D steel frames. KSCE Journal of Civil Engineering, 19(1), 274-284.
[16] Keller, WJ., & Pessiki, S. (2012). Effect of earthquake-induced damage to spray-applied fire-resistive insulation on the response of steel moment-frame beam-column connections during fire exposure. Journal of Fire Protection Engineering, 22(4), 271-299.
[17] Sun, Q., Guan, C., & Wang, D. (2014). Study on mechanical characteristics and safety evaluation method of steel frame structure after fire. Theoretical and Applied Mechanics Letters, 4(3).
[18] Strejček, M., Řezníček, J., Tan, K.-H., and Wald, F. (2011). Behaviour of column web component of steel beam-to-column joints at elevated temperatures, J. Constr. Steel Res, 67(12), 1890-1899.
[19] Jiang, B., Li, G. Q., Li, L., & Izzuddin, B. A. (2017). Simulations on progressive collapse resistance of steel moment frames under localized fire. Journal of Constructional Steel Research, 138, 380-388.
[20] Guo Zh., Huang Sh. (2016). Behaviour of restrained steel beam with reduced beam section exposed to fire, Journal of Constructional Steel Research, 122, 434–444.
[21] Jiang, B., Li, G. Q., & Usmani, A. (2015). Progressive collapse mechanisms investigation of planar steel moment frames under localized fire. Journal of Constructional Steel Research, 115, 160-168.
[22] Gernay, T., & Gamba, A. (2018). Progressive collapse triggered by fire induced column loss: Detrimental effect of thermal forces. Engineering Structures, 172, 483-496.
[23] Khizab, B., Sadeghi, A., Hashemi, S., Mehdizadeh, K., Nasseri, H. (2020). Investigation the performance of Dual Systems Moment-Resisting Frame with Steel Plate Shear Wall Subjected to Blast Loading. Journal of Structural and Construction Engineering. (In Persian).
[24] Sadeghi, A., Kazemi, H., Samadi, M. (2020). The Probabilistic Analysis of Steel Moment-Resisting Frame Structures Performance under Vehicles Impact. Amirkabir Journal of Civil Engineering. (In Persian).
[25] Miryoysefi Aval, S., Shakeri, K. (2020). Stability of steel moment resisting frames under fire loading. Journal of Structural and Construction Engineering. (In Persian).
[26] Saberi, V., Saberi, H., Mazaheri, O., Sadeghi, A. (2021). Numerical Investigation of Shape Memory Alloys and Side Plates Perforation Effect on Hysteresis Performance of Connections. Amirkabir Journal of Civil Engineering, 53(8), 19–19. (In Persian).
[27] Sadeghi, A., Kazemi, H. & Samadi, M. (2021). Single and multi-objective optimization of steel moment-resisting frame buildings under vehicle impact using evolutionary algorithms. J Build Rehabil 6(21).
[28] Sadeghi, A., Kazemi, H., Samadi, M. (2021). Probabilistic seismic analysis of steel moment-resisting frame structure including a damaged column. Structures 33:187–200.
[29] Sadeghi, A., Kazemi, H. and Samadi, M. (2021). Reliability and Reliability-based Sensitivity Analyses of Steel Moment-Resisting Frame Structure subjected to Extreme Actions. Frattura ed Integrità Strutturale 15(57), 138–159.
[30]Ghasemi, A. (2021). Evaluation of the performance of special steel moment frames under fire conditions. Journal of Structural and Construction Engineering.
[31] ABAQUSIns. ABAQUS Theory User Manual, V 6.7. (2007).
[32] Rahnavard, R., Thomas, R.J. (2018). Numerical evaluation of the effects of fire on steel connections; Part 1: Simulation techniques. Case Studies in Thermal Engineering, 12, 445-453.
)