32477e27-d24f-43f9-9080-3711685c67f4 beie director@blueeyesintelligence.org 10.35940/ijitee.I9350.08101021 10.1016/j.jcsr.2018.10.027João Paulo C. Rodrigues 2018; Comparing fire behaviour of restrained hollow stainless steel with carbon steel columns, Journal of Constructional Steel Research (JCSR)10.1016/j.jcsr.2018.06.023Sherif A. Elsawaf and Maha M. Hassan 2018; Behaviour of structural steel beams with openings in fire conditions, Journal of Constructional Steel Research (JCSR)10.1016/j.jcsr.2018.06.008D. Winful K.A. Cashell, 2018;Behaviour of high strength steel columns under fire conditions, Journal of Constructional Steel Research (JCSR).Hussam Mahmoud,2019; Collapse performance of composite steel frames under fire, Engineering Structures.Guo-Qiang Li, Xin-Xin Wang, 2020; Creep behavior and model of high-strength steels over 500 MPa at elevated temperatures, Journal of Constructional Steel Research (JCSR).10.1016/j.tws.2020.106715An He, Hai-Ting Li, 2020 ;Flexural buckling behaviour and residual strengths of stainless steel CHS columns after exposure to fire, Thin-Walled Structures.L. Twilt, R. Hass, W. Klingsch, M. Edwards, and D. Dutta. 1994. Design Guide for Structural Hollow Section Columns Exposed to Fire. Verlag TUV Rheinland GmbH, CIDECT, Koln Germany. 16-18.Hung, W. Y. and Chow, W. K. 2002. Review on the Requirements on Fire Resisting Construction. International Journal of Engineering Performance-based Fire Codes. 4(3): 68-83.Petterson. O., Magnusson. S. and Thor. J. 1976. Fire Engineering of Steel Structures. Publication 50, Swedish Institute of Steel Construction, Stockholm.Engineering StructuresYang48292201310.1016/j.engstruct.2012.09.011H. Yang, F. Q. Liu, S. M. Zhang, and X. T. Lv: Engineering Structures, Vol. 48 (2013), p. 292Engineering StructuresYang561986201310.1016/j.engstruct.2013.08.019H. Yang, F. Q. Liu, and L. Gardner: Engineering Structures, Vol. 56 (2013), p. 1986Kotha Yasaswini, A. Venkateshwara Rao. Behaviour of geopolymer concrete at elevated temperature. Materials Today: ProceedingsISO 834IS 456- 200010.1016/j.engstruct.2011.12.030Lin-Hai Han, Wei-Hua Wang, Hong-Xia Yu. Analytical behaviour of RC beam to CFST column frames subjected to fire. Engineering Structures 36 (2012) 394-410.10.1016/j.jcsr.2018.03.038Qian-Yi Song a,b, Lin-Hai Han a,⁎, Kan Zhou a, Yuan Fengb, Fire resistance of circular concrete-filled steel tubular (CFST) column protected by intumescent coating. Journal of Constructional Steel Research 147 (2018) 154-17010.1016/j.engstruct.2018.12.100Kan Zhou, Lin-Hai Han, Modelling the behaviour of concrete-encased concrete-filled steel tube (CFST) columns subjected to full-range fire. Engineering Structures 183 (2019) 265-280.10.1155/2018/7109061Ying Guo1 and Yufen Zhang, Comparative Study of CFRP-Confined CFST Stub Columns under Axial Compression. Hindawi, Advances in Civil Engineering Volume 2018, Article ID 7109061. https://doi.org/10.1155/2018/7109061Journal of Constructional Steel ResearchHong6554200910.1016/j.jcsr.2008.04.008Sangdo Hong, Amit H. Varma, 2009; Analytical modeling of the standard fire behavior of loaded CFT columns, Journal of Constructional Steel Research 65 (2009) 54-69.10.1016/j.conbuildmat.2015.04.039Thomas, R.J., Peethamparan, 2015; Alkali-activated concrete: Engineering properties and stress-strain behavior. Constr. Build. Mat., 93, 49-56Husain, M., Hassan, H., & Salama, E. (2016). Analysis of concrete columns Reinforced by Fiber Reinforced Polymers Bars, 6(5), 1-8.