[1] Adlparvar MR, Taghavi Parsa MH. The Improvement of the Tensile Behavior of CFRP and GFRP Laminates at Elevated Temperatures Using Fire Protection Mortar. Journal of Rehabilitation in Civil Engineering. 2021 May 1;9(2):41-54.
[View at Google Scholar]; [View at Publisher].
[4] Ronagh HR, Behnam B. Investigating the effect of prior damage on the post-earthquake fire resistance of reinforced concrete portal frames. International Journal of Concrete Structures and Materials. 2012 Dec;6(4):209-20.
[View at Google Scholar]; [View at Publisher].
[5] CEN, Eurocode 3: Design of Steel Structures, Part 1.2: General Rules – Structural fire design. (2005). European Committee for Standardization, Brussels.
[View at Publisher].
[6] Eurocode 3, prEN-1993-1-8: 20, Part 1.8: Design of joints. Eurocode 3: Design of steel structures, draft2 rev. (2000). European Committee for Standardization, Brussels, Belgium.
[View at Publisher].
[9] Memari M, Mahmoud H, Ellingwood B. Post-earthquake fire performance of moment resisting frames with reduced beam section connections. Journal of Constructional Steel Research. 2014 Dec 1;103:215-29.
[View at Google Scholar]; [View at Publisher].
[11] Keller WJ, Pessiki S. 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. 2012 Nov;22(4):271-99.
[View at Google Scholar]; [View at Publisher].
[16] Sun Q, Guan C, Wang D. Study on mechanical characteristics and safety evaluation method of steel frame structure after fire. Theoretical and Applied Mechanics Letters. 2014 Jan 1;4(3):034006.
[View at Google Scholar]; [View at Publisher].
[17] Strejček M, Řezníček J, Tan KH, Wald F. Behaviour of column web component of steel beam-to-column joints at elevated temperatures. Journal of Constructional Steel Research. 2011 Dec 1;67(12):1890-9.
[View at Google Scholar]; [View at Publisher].
[18] Jiang B, Li GQ, Li L, Izzuddin BA. Simulations on progressive collapse resistance of steel moment frames under localized fire. Journal of Constructional Steel Research. 2017 Nov 1;138:380-8.
[View at Google Scholar]; [View at Publisher].
[20] Jiang B, Li GQ, Usmani A. Progressive collapse mechanisms investigation of planar steel moment frames under localized fire. Journal of Constructional Steel Research. 2015 Dec 1;115:160-8.
[View at Google Scholar]; [View at Publisher].
[22] Khizab B, Sadeghi A, Hashemi SV, Mehdizadeh K, Nasseri H. Investigation the performance of Dual Systems Moment-Resisting Frame with Steel Plate Shear Wall Subjected to Blast Loading. Journal of Structural and Construction Engineering. 2021 Oct 23;8(8):102-27.
[View at Google Scholar]; [View at Publisher].
[23] Miryoysefi Aval SM, Shakeri K. Stability of steel moment resisting frames under fire loading. Journal of Structural and Construction Engineering. 2021 Aug 23;8(Special Issue 2):150-70.
[View at Google Scholar]; [View at Publisher].
[24] Ghasemi, A. Evaluation of the performance of special steel moment frames under fire conditions. Journal of Structural and Construction Engineering, 2021, 4960125-134. (In Persian).
[View at Google Scholar]; [View at Publisher].
[25] Sadeghi A, Kazemi H, Samadi M. Reliability and reliability-based sensitivity analyses of steel moment-resisting frame structure subjected to extreme actions. Frattura ed Integrità Strutturale. 2021 Jun 22;15(57):138-59.
[View at Google Scholar]; [View at Publisher].
[26] Sadeghi A, Kazemi H, Samadi M. Single and multi-objective optimization of steel moment-resisting frame buildings under vehicle impact using evolutionary algorithms. Journal of Building Pathology and Rehabilitation. 2021 Dec;6:1-3.
[View at Google Scholar]; [View at Publisher].
[28] Federal Emergency Management Agency (FEMA), FEMA 368. (2014). NEHRP recommended provisions for seismic regulations for new buildings and other structures. Washington (DC): Building Seismic Safety Council, Federal Emergency management Agency.
[View at Publisher].
[29] FEMA 356. (2000). Pre-Standard and Commentary for the seismic Rehabilitation of Buildings. Washington D.C. Federal Emergency Management Agency, USA.
[View at Publisher].
[30] Hwang JS., Ho SY. Modification on design formulas of structures with viscous dampers. Report no. NCREE-04-009. Taipei (Taiwan): National Center for Research on Earthquake Engineering of Taiwan. (2014).
[31] Kuntal VS, Chellapandian M, Prakash SS. Efficient near surface mounted CFRP shear strengthening of high strength prestressed concrete beams–An experimental study. Composite Structures. 2017 Nov 15;180:16-28.
[View at Google Scholar]; [View at Publisher].
[32] Cornell CA, Jalayer F, Hamburger RO, Foutch DA. Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines. Journal of structural engineering. 2002 Apr;128(4):526-33.
[View at Google Scholar]; [View at Publisher].
[33] Rahnavard R, Thomas RJ. Numerical evaluation of the effects of fire on steel connections; Part 1: Simulation techniques. Case Studies in Thermal Engineering. 2018 Sep 1;12:445-53.
[View at Google Scholar]; [View at Publisher].
[36] ISO-834 “Fire resistance tests-elements of building construction”, International Standard ISO 834. (1975).
[View at Publisher].
[37] Saberi H, Saberi V, Javan S, Sadeghi A. Evaluation the effect of number, material and configuration of bolts on rigid bolted connections under fire. Journal of Structural and Construction Engineering. 2022 Mar 21;9(1):130-52.
[View at Google Scholar]; [View at Publisher].