1-Al-Jabri, K. S., Burgess, I. W., Lennon, T., & Plank, R. J. (2005). Moment–rotation–temperature curves for semi-rigid joints. Journal of Constructional Steel Research, 61(3), 281-303
2-Ahn, J. K., Lee, C. H., & Park, H. N. (2013). Prediction of fire resistance of steel beams with considering structural and thermal parameters. Fire safety journal, 56, 65-73.
3-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.
4-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
5-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), pp.19-45.
6-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), pp.593-607.
7-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.
8-Behnam, B., & Ronagh, H. R. (2015). Post-Earthquake Fire performance-based behavior of unprotected moment resisting 2D steel frames. KSCE Journal of Civil Engineering, 19(1), 274-284.
9-Keller, W. J., & 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.
10-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), 034006.
11-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.
12-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.
13-Gernay, T., & Gamba, A. (2018). Progressive collapse triggered by fire induced column loss: Detrimental effect of thermal forces. Engineering Structures, 172, 483-496.
14-ASCE. (2006). Minimum Design Loads for Buildings and Other Structures (SEI/ASCE 7-0.5). American Society of Civil Engineers: America
15-AISC Committee. (2010). Specification for structural steel buildings (ANSI/AISC 360-10). American Institute of Steel Construction, Chicago-Illinois.
16-ABAQUS.(2010).Sstandard analysis user's manual v. 6.10. SIMULIA
17- CEN, E. (2005). 3: Design of steel structures-Part 1-2: General rules-Structural Fire Design. Brussels: CEN.
18-Rubert, A., & Schaumann, P. (1986) Structural steel and plane frame assemblies under fire action. Fire Safety Journal, 10(3), 173-184.
19-Memari, M., & Mahmoud, H. (2014). Performance of steel moment resisting frames with RBS connections under fire loading. Engineering Structures, 75, 126-138.