[1] Popov, E.P., and Stephen, R.M. (1970), “Cyclic loading of full-size steel connections”, Report No. UCB/EERC-70/03. Earthquake Engineering Research Centre, Univercity of California, Brekeley.
[2] Nader, M.N., and Astaneh, A. (1991), “Dynamic behavior of flexible, semirigid and rigid steel frames”, Journal of Constructional Steel Research, 18(3), pp.179-192.
[3] AISC (2022), “Specification for Structural Steel buildings”, ANSI/AISC 360-22, American Institute of Steel construction, Chicago, IL.
[4] ECCS-European Convention for Constructional Steelwork. (2015), Design of steel structures: eurocode 3: design of steel structures. John Wiley and Sons.
[5] Couchaux, M., Castiglioni, C., Hjiaj, M., and Wald, F. (2021), “I-beam-to-CHS-column moment resisting joints using passing-through plates”, Journal of Constructional Steel Research, 184, p.106703.
[6] Guo, X., Chen, S., Xu, Z., and Liu, J. (2024), “Hysteretic behavior of eccentric RHS beam-to-column joints under cyclic in-plane bending”, Journal of Constructional Steel Research, 223, p.109063.
[7] Piscini, A., Morelli, F., and Salvatore, W. (2021), “Experimental behavior of laser cut I-beam-to-CHS-column steel-concrete composite joints under vertical loads”, Journal of Constructional Steel Research, 181, p.106629.
[8] Ajwad, A., Di Benedetto, S., Latour, M., and Rizzano, G. (2024), “A component method approach for single-sided beam-to-column joints with CHS column and welded double-tee beam”, Thin-Walled Structures, 202, p.112055.
[9] Al Mohtar, F.M., and Hantouche, E.G. (2021), “Effect of thermal creep on the behavior of flush end-plate connection under transient conditions of fire”, Fire Safety Journal, 121, p.103268.
[10] Smith, J., and Zhang, L. (2023), “Thermal Creep Behavior of Structural Steel Connections: A Comprehensive Review. Journal of Constructional Steel Research”, doi: 10.1016/j.jcsr.2023.1087
[11] Lightfoot, E., and Le Messurier, A.P. (1974), “Elastic analysis of frameworks with elastic connections”, Journal of the Structural Division, 100(6), pp.1297-1309.
[12] Frye, M.J., and Morris, G.A. (1975), “Analysis of flexibly connected steel frames”, Canadian Journal of Civil Engineering, 2(3), pp.280-291.
[13] Krishnamurthy, N., Huang, H.T., Jeffrey, P.K., and Avery, L.K. (1979), “Analytical M-θ curves for end-plate connections”, Journal of the Structural Division, 105(1), pp.133-145.
[14] Batho C., and Lash S.D. (1936), “Further investigations on beam and stanchion connections encased in concrete, together with Lab. Investigation on a full Scale Steel Frame”, Final Report, Steel Structures Research Committee. Dept. of Scientific and Industrial Research. HMSO, London pp.92.
[15] Al-Bermani, F.G.A., Li, B., Zhu, K., and Kitipornchai, S. (1994), “Cyclic and seismic response of flexibly jointed frames”, Engineering Structures, 16(4), pp.249-255.
[16] Zhu, K., Al-Bermani, F.G.A., Kitipornchai, S., and Li, B. (1995), “Dynamic response of flexibly jointed frames”, Engineering Structures, 17(8), pp.575-580.
[17] Young, W.C., Budynas, R.G., and Roark, R.J. (2002), “Roark's formulas for stress and strain”, McGraw-hill.
[18] Hosseini, S.A., Zeinoddini, M., Saedi Daryan, A., and Rahbari, M. (2014), “Model fire tests on a beam‐to‐leg connection in an offshore platform topside”, Fire and Materials, 38(5), pp.529-549.
[19] Zeinoddini, M., and Hosseini, S.A. (2013), “Fire response of externally stiffened steel I-beam-to-CHS welded connections: A numerical modelling”, Journal of Constructional Steel Research, 89, pp.42-51.
[20] Abaqus Analysis user's manual version 6.18-1. abaqus Inc. 2018.
