[1] O'Connor MA, Martin DM, Behaviour of a Multi-storey Steel Framed Building Subjected to Fire Attack, (1998).
[2] Gu L, Kodur V, Role of Insulation Effectiveness on Fire Resistance of Steel Structures under Extreme Loading Events, (2011);25: 277-86.
[3] Huang Z, Burgess IW, Plank RJ, Three-Dimensional Analysis of Composite Steel-Framed Buildings in Fire, (2000);126: 389-97.
[4] Liew JYR, Ma KY, Advanced analysis of 3D steel framework exposed to compartment fire, (2004);28: 253-67.
[5] Saab HA, Nethercot DA, Modelling steel frame behaviour under fire conditions, Engineering Structures, (1991);13: 371-82.
[6] Wang YC, Moore DB, Steel frames in fire: analysis, Engineering Structures, (1995);17: 462-72.
[7] Jiang J, Usmani A, Bisby L. Nonlinear thermo mechanical analysis of structures using OpenSees. University of Edinburgh, Edinburgh, UK, (2012).
[8] Alderighi E, Salvatore W, Structural fire performance of earthquake-resistant composite steel–concrete frames, Engineering Structures, (2009);31: 894-909.
[9] Röben C, Gillie M, Torero J, Structural behaviour during a vertically travelling fire, Journal of Constructional Steel Research, (2010);66: 191-97.
[10] Hong S, Varma A, Agarwal A, Prasad K. Behavior of steel building structures under realistic fire loading. Conference Ttile, (2008).
[11] Sun R, Huang Z, Burgess IW, Progressive collapse analysis of steel structures under fire conditions, Engineering Structures, (2012);34: 400-13.
[12] Wong MB, Plastic Frame Analysis under Fire Conditions, ASCE’s Journal of Structural engineering, (2001);127: 290-95.
[13] Wong MB, Elastic and plastic methods for numerical modelling of steel structures subject to fire, Journal of Constructional Steel Research, (2001);57: 1-14.
[14] Garlock ME, Selamet S, Modeling and Behavior of Steel Plate Connections Subject to Various Fire Scenarios, (2010);136: 897-906.
[15] Huang S-S, Davison B, Burgess IW, High-temperature tests on joints to steel and partially-encased H-section columns, Journal of Constructional Steel Research, (2013);80: 243-51.
[16] Lee C-H, Chiou Y-J, Chung H-Y, Chen C-J, Numerical modeling of the fire–structure behavior of steel beam-to-column connections, Journal of Constructional Steel Research, (2011);67: 1386-400.
[17] Spyrou S, Davison JB, Burgess IW, Plank RJ, Experimental and analytical investigation of the ‘tension zone’ components within a steel joint at elevated temperatures, Journal of Constructional Steel Research, (2004);60: 867-96.
[18] Wang M, Wang P, Strategies to increase the robustness of endplate beam–column connections in fire, Journal of Constructional Steel Research, (2013);80: 109-20.
[19] Yu H, Burgess IW, Davison JB, Plank RJ, Numerical simulation of bolted steel connections in fire using explicit dynamic analysis, Journal of Constructional Steel Research, (2008);64: 515-25.
[20] Kodur VKR, Naser M, Pakala P, Varma A, Modeling the response of composite beam–slab assemblies exposed to fire, Journal of Constructional Steel Research, (2013);80: 163-73.
[21] Usmani AS, Rotter JM, Lamont S, Sanad AM, Gillie M, Fundamental principles of structural behaviour under thermal effects, Fire Safety Journal, (2001);36: 721-44.
[22] Wellman EI, Varma AH, Fike R, Kodur V, Experimental Evaluation of Thin Composite Floor Assemblies under Fire Loading, (2011);137: 1002-16.
[23] Ghosh SK. Assessing ability of seismic structural systems to withstand progressive collapse: design of steel braced frame buildings. In. Assessing ability of seismic structural systems to withstand progressive collapse: design of steel braced frame buildings. The National Institute of Standards and Technology, (2006).
[24] ASCE 7-05: Minimum design loads for buildings and other structures. In. ASCE 7-05: Minimum design loads for buildings and other structures. Virginia, US, American Society of Civil Engineers, (2005).
[25] ANSI/AISC 341-05: Seismic provisions for structural steel buildings. In. ANSI/AISC 341-05: Seismic provisions for structural steel buildings. Chicago, US, American Institute of Steel Construction, (2005).
[26] ANSI/AISC 360-05: Specifications for structural steel buildings. In. ANSI/AISC 360-05: Specifications for structural steel buildings. Chicago, US, American Institute of Steel Construction, (2005).
[27] AISC Steel construction manual. In. AISC Steel construction manual. Chicago, US, American Institute of Steel Construction, (2006).
[28] International Building Code (IBC). In. International Building Code (IBC). International Code Council, (2006).
[29] Dassault Systèmes Simulia Corp. ABAQUS 6.14 Documentation. In. ABAQUS 6.14 Documentation. RI, USA, Dassault Systèmes Simulia Corp, (2014).
[30] Behnam B, Ronagh HR, Post-Earthquake Fire performance-based behavior of unprotected moment resisting 2D steel frames, KSCE Journal of Civil Engineering, (2014);19: 274-84.
[31] ASCE 7-10: Minimum design loads for buildings and other structures. In. ASCE 7-10: Minimum design loads for buildings and other structures. Virginia, US, American Society of Civil Engineers, (2010).
[32] EN 1993-1-2, Eurocode3: Design of Steel Structures, Part1–2: GeneralRules- Structural Fire Design. In. EN 1993-1-2, Eurocode3: Design of Steel Structures, Part1–2: GeneralRules- Structural Fire Design. Brussels, Belgium, European Committee for Normalization, (2005).
[33] Quiel Spencer E, Garlock Maria EM. Modeling High-Rise Steel Framed Buildings under Fire. Conference Ttile, (2008).
[34] Kaffash R, Karamodin A, Investigating the behavior Of Special Steel Concentrically Braced Frames exposed to fire, Journal of structural and Construction Engineering, (2019).
[35] Al-Jabri KS, Davison JB, Burgess IW, Performance of beam-to-column joints in fire—A review, Fire Safety Journal, (2008);43: 50-62.
[36] Rubert A, Schaumann P, Tragverhalten stählerner Rahmensysteme bei Brandbeanspruchung Stahlbau, ( September 1985);54: 280-87
[37] Almand K, Phan L, McAllister T, Starnes M, Gross J. NET-SFPE Workshop for Development of a National R&D Roadmap for Structural Fire Safety Design and Retrofit of Structures. In. NET-SFPE Workshop for Development of a National R&D Roadmap for Structural Fire Safety Design and Retrofit of Structures. National Institute of Standards and Technology, (2004).