[1] Z.J. Jin M, Chang J, Liu ML, Mechanical behavior of tubular T-joint after fire, Journal of Shanghai Jiaotong University 67 (2011) 75-78.
[2] Z.J. Jin M, Chang J, Zhang D, Experimental and parametric study on the post fire behavior of tubular T-joint, Journal of Constructional Steel Research, 70 (2012) 93-100.
[3] S.Y. He SB, Zhang HY, Yang DP, Long FL, Experimental study on circular hollow section (CHS) tubular K-joints at elevated temperature, Eng Fail Anal 34 (2013) 204-216.
[4] S. He, Shao, Y., Zhang, H. and Wang, Q., Parametric study on performance of circular tubular K-joints at elevated temperature, Fire Safety Journal, 71 (2015) 174-186.
[5] S.Y.Z. He S.B., H., Evaluation on fire resistance of tubular K-joints based on critical temperature method, Journal of Constructional Steel Research, 115 (2015) 398-406.
[6] E.a.W. Ozyurt, Y.C., A numerical investigation of static resistance of welded planar steel tubular joints under in-plane and out-of-plane bending at elevated temperatures, Engineering Structures, 199 (2019) 109622.
[7] T.K. Fung TC, Nguyen MP, Structural behaviour of CHS T-joints subjected to static in-plane bending in fire condition, J Struct Eng 142 (3) (2015) 04015155.
[8] H.M. Darmian, R. Rahgozar, M. Mohammadizadeh, A.S. Daryan, K. Narmashiri. The effect of the behaviour of perforated short steel compression members and evaluation after retrofitting, Amirkabir Journal of Civil Engineering, 2021. doi:10.22060/ceej.2021.19938.7289, (in persian).
[9] Q.W. Shenggang Fan, Runmin Ding, Lianlian Jia, Hang Zhou, Experimental and numerical research on fire resistance of stainless steel tubular X-joints, J Constr Steel Res 182 (2021) 106654.
[10] H.A. Neda Azari-Dodaran, Lei Zhu & Peiyang Li. , Experimental and numerical study of the ultimate load for collar-plate-reinforced tubular K-joints at fire-induced elevated temperatures, Ships and Offshore Structures, (2021) 1897221.
[11] S.Y. Cheng C, Jie Y, Experimental and numerical study on fire resistance of circular tubular T-joints. , 85 (2013) 24-39.
[12] Z.Y. Shao YB, Zhao HC, Yang DP., Performance of tubular T-joints at elevated temperature by considering effect of chord compressive stress. , Thin-Walled Struct 98 (2016) 533-546.
[13] H.Y. Lan X., Chan T.M. and Young, B. , Static strength of stainless steel K-and N-joints at elevated temperatures., Thin-Walled Structures 122 (2018) 501-509.
[14] A. Azari-Dodaran N., H., Structural behavior of right-angle two-planar tubular TT-joints subjected to axial loadings at fire-induced elevated temperatures, Fire Safety Journal, 108 (2019) 102849.
[15] Saberi, V., saberi, H., Panahkhah, S., Sadeghi, A., Noroozinejad Farsangi, E. Investigation of the Effect of Fire Loading on the Behavior of Connections with Beam-to-Column Bolted End Plate and T-Connection. Journal of Structural and Construction Engineering, 2021. doi: 10.22065/jsce.2021.303562.2563.
[16] ABAQUS user's manual [Computer software], in, Hibbit. Karlsson & Sorensen Inc, 2017.
[17] Esmaeili niari, S., Ghandi, E., samiee, P. Investigation of Buckling Behaviour of Cold- Formed Steel Columns with Built-up Sections Subjected to Fire. Journal of Structural and Construction Engineering, 2021: 8(7). doi:10.22065/jsce.2020.232335.2146.
[18] Yahyai, M., Rezaeian, A. Performance of Link-To-Stub Bolted Connection in Column-Tree Moment Resisting Frames under Fire Conditions. Journal of Structural and Construction Engineering, 2015: 2(3), 23-33.
[19] ISO 834, in: Fire-Resistance Tests-Elements of Building Construction: Part 1: General Requirements, International Organization for Standardization, Geneva, Switzerland, 1999.
[20] Saberi, H., Saberi, V., Khodamoradi, N. et al. Effect of detailing on performance of steel T-connection under fire loading. J Build Rehabil, 2022: 7(1). doi:
10.1007/s41024-021-00147-w.
[21] Z.M., Ahmadpour F, Mo’tamedi M, Rashnooie R. , Experimental study of fire effects on out-of-plane bending strength/ flexibility of steel tubular T-joints, Structures, 34 (2021) 2174-2188.
[22] ASTM A370, in: American Society for Testing and Materials, standard test methods and definitions for mechanical testing of steel products., West Conshohocken: ASTM, 2014.
[23] API, in: Recommended practice for planning, designing and constructing fixed offshore platforms. RP 2A, API Publishing Services. Washington, DC, 2007.
[24] AWS, in: Structural welding code-steel, American Welding Society. AWS D1.1; 2000.
[25] H.S.A. Zeinoddini M., Fire response of externally stiffened steel I-beam-to-CHS welded connections: A numerical modelling, Journal of Constructional Steel Research 89 (2013) 42-51.
[26] Z.M. Hosseini SA., Model fire tests on a beam to leg connection in an offshore platform topside, Fire Mater J 38 (2014) 529-549.
[27] Z.M. Hosseini SA., Darian A.S., Modelling of I-shaped beam-to-tubular column connection subjected to post-fire conditions, Int J Steel Struct 14 (3) (2014) 513-528.
[28] P.J. Wang M, Chang PC, Quintiere JG., Scale modeling of compartment fires for structural fire testing. , J Fire Prot Eng, 18 (2008) 228-240.
[29] Z.N. Yura JA, Edwards IF, Ultimate capacity equations for tubular joints, in: Offshore Technology Conference, Texas, 1980.
[30] G.X. Gao F, Zhu HP, Ye Y. , Fire-resistance behavior of completely overlapped tubular joints under lap brace axial loading, J Struct Eng 144 (9) (2018) 04018137.
[31] Eurocode 3 (EC3), in: Design of steel structures - Part 1-2: General rules -Structural fire design, European Committee for Standardization, Brussels, Belgium, 2005.
[32] Z.H. Gao F, Liu XN., Failure behavior of axially loaded tubular Y-joints under fire, Adv Struct Eng 16 (9) (2013) 1523-1533.