[1] Franssen, J. M.; Kodur, V. and Zaharia, R. “Designing steel structures for fire safety”, Taylor & Francis Group, London, UK (2009).
[2] CEN. EN 1993-1-2, “Eurocode 3: Design of steel structures”, Part 1.2: general rules-structural fire design”, British Standards Institution, London (2005).
[3] AISC “Specification for structural steel buildings 360–10”, American Institute of Steel Construction Inc, Chicago (2010).
[4] Al-Jabri, K. S.; Burgess, I.W.; Lennon, T. and Plank, R.J. “Moment-rotation-temperature curves for semi-rigid joint”, J. Constr. Steel Res., 61, pp. 281-303 (2005).
[5] Saedi Daryan, A. and Yahyai, M. “Behavior of bolted top-seat angle connections in fire”, J. Constr. Steel Res., 65, pp. 531–541 (2009).
[6] Saedi Daryan, A. and Yahyai, M. “Behavior of welded top-seat angle connections exposed to fire”, Fire Saf. J., 44, pp. 603-611 (2009).
[7] Wald, F.; Simoes da Silva, L.; Moore, D.B.; Lennon, T.; Chladna, M.; Santiago, A. and et al. “Experimental behavior of a steel structure under natural fire”, Fire Saf. J., 41, pp. 509–522 (2006).
[8] Liu, T.C.H.; Fahad, M.K. and Davies, J.M. “Experimental investigation of behavior of axially restrained steel beams in fire”, J. Constr. Steel Res., 58, pp. 1211–1230 (2002).
[9] Li, G.Q. and Guo, S.X. “Experiment on restrained steel beams subjected to heating and cooling”, J. Constr. Steel Res., 64, pp. 268–274 (2008).
[10] Santiago, A.; Simoes da Silva, L.; Vaz, G.; Vila Real, P. and Gameiro Lopes, A. “Experimental investigation of the behavior of a steel sub-frame under a natural fire”, Steel Compos. Struct., 8, pp. 243-264 (2008).
[11] Ding, J. and Wang, Y.C. “Experimental study of structural fire behavior of steel beam to concrete filled tubular column assemblies with different types of joints”, Eng. Struct., 29, pp. 3485–3502 (2007).
[12] Wang, Y.C., Dai, X.H. and Bailey, C.G. “An experimental study of relative structural fire behavior and robustness of different types of steel joint in restrained steel frames”, J. Constr. Steel Res., 67, pp. 1149-1163 (2011).
[14] Yahyai, M. and Saedi Daryan, A. “The study of welded semi-rigid connections in fire”, Struct. Design Tall Spec. Build. (2011).
[15] Astaneh-Asl, A. “Seismic design of steel column-tree moment-resisting frames”, Structural Steel Educational Council, Berkeley, CA (1997).
[16]FEMA 403, “World Trade Center building performance study: Data collection, preliminary observations, and recommendations”, Federal Emergency Management Agency, Washington, DC (2002).
[17] LaMalva, K.J.; Barnett, J.R. and Dusenberry, D.O. “Failure analysis of the World Trade Center 5 building”, J. Fire Protection Eng., 19, pp. 261-274 (2009).
[18] ISO 834, “Fire resistance test-Elements of building construction”, International Organization for Standardization, Geneva (1999).
[19] BS 476-20, Fire tests on building materials and structure-Part 20: “Method for determination of the fire resistance of elements of construction”. European Committee for Standardization (CEN), Brussels (1987).
[20] ASTM Standard E119-05 “Standard methods of fire tests of building construction and materials”, American Society for Testing and Materials, West Conshohocken, PA, 2005
[21] UL 263, “Fire Tests of Building Construction and Materials”,. Underwriters Laboratories Inc, Northbrook, Illinois, 2003
[22] IBC. “ International Building Code”, 2006 Edition, International Code Council, Country Club Hills, IL, 2006.
[23] NFPA, “Building Construction and Safety Code, NFPA 5000”. National Fire Protection Association, Quincy, MA. (2003)