[1] American Institute of Steel Construction, AISC. (2016). Specification for Structural Steel Buildings. Chicago: AISC.
[2] Zhou W. and Hang H.P. (2004). System and Member Reliability of Steel Frames. Journal of Steel and Composite Structures, 4(6), 419-435, DOI:
10.12989/scs.2004.4.6.419.
[3] Kaveh, A. and Kalatjari, V.R. (1995). Theory of Reliability and Its Application in the Structure. Tehran: Iran University of Science and Technology.
[4] Rezaei, F., Gerami M. and Naderpour, H. (2017). Evaluation of seismic reliability of steel moment resisting frames rehabilitated by concentric braces with probabilistic models. Journal of Structural and Construction Engineering, 4(2), 5-18. DOI:
10.22065 / JSCE.2016.38895.
[5] Park S., Choi S., Sikorski C. and Stubbs N. (2004). Efficient method for calculation of system reliability of a complex structure. International Journal of Solids and Structures, 41, 5035-5050.
[6] Hasofer, A.M. and Lind, N. (1974). An exact and invariant first order reliability format. Journal of Engineering Mechanics, ASCE, 100, 111-121.
[7] Rackwitz, R. and Fiessler, B. (1978). Structural reliability under combined random load sequences. Computer and Structures, 9, 489-494.
[8] Rashed R. and Moses F. (1986). Application of linear programing to structural system reliability. Computer and Structures, 24, 375-384.
[9] Ang, A.H-S. and Ma, HF. (1981). On the reliability of structural systems. In: 3rd International Conference on Structural Safety and Reliability, Amsterdam: Elsevier, 295-314.
[10] Ghasemi M.R. and Yousefi M. (2011). Reliability-Based optimization of steel frame structures using modified genetic algorithm. Asian Journal of Civil Engineering, 12, 449-475.
[11] Thoft-Christensen, P. and Murotsu, Y. (1986). Application of structural systems reliability theory. Berlin: Springer-Verlog, Heidelberg.
[12] Taras, A. and Huemer, S. (2015). On the influence of the load sequence on the structural reliability of steel members and frames. Journal of Structures, 4, 91-104, DOI:
10.1016/j.istruc.2015.10.007.
[13] EN 1990:2002E. (2002). Eurocode-Basis of Structural Design. Brussels: CEN.
[14] CIRIA. (1977). Rationalization of Safety and Serviceability Factors in Structural Codes. London: Construction Industry Research and Information Association, Report No. 63.
[15] Allen, D.E. (1981). Criteria for design safety factors and quality assurance expenditure. In: 3rd Int. Conf. on Structural Safety and Reliability, Amsterdam: Elsevier, 667-678.
[16] Schueremans, L. (2001). Probabilistic Evaluation of Structural Unreinforced Masonary. Doctor of Civil Engineering dissertation, Katholieke Universitiet Leuven, Belgium.
[17] Melchers, R.E. and Beck, A.T. (2018). Structural reliability analysis and prediction. 2nd Edition, Hoboken NJ: Wiley.
[18] Papadrakakis, M., Papadopoulos, V. and Lagaros, N.D. (1996). Structural reliability analysis of elasto-plastic structures using neural network and Monte Carlo simulation. Computer Methods in Applied Mechanics and Engineering, 136, 145-163, DOI:
10.1016/0045-7825(96)01011-0.
[19] Cardoso, J.B., Almeida, G.R. Dias, J.M. and Coelho, P.M. (2008). Structural reliability analysis using Mont Carlo simulation and neural networks. Advances in Engineering Software, 39, 505-513, DOI:
10.1016/j.advengsoft.2007.03.015.
[20] Nowak, A.S. and Collins, K.R. (2012). Reliability of structures. 2nd Edition, Boca Raton: Taylor and Francis Group.
[21] Kassimali, A. (2012). Matrix analysis of structures. 2nd Edition, Globe: Cengage Learning.
[22] Standard NO. 2800-84. (2005). Iranian Code of Practice for Seismic Resistant Design of Buildings. 3rd Edition, Tehran: Building and Housing Research Center (BHRC).
[23] Sixth National Building Regulation. (2006). Design Loads for Buildings. 2nd Edition, Tehran: National Building Regulation Office.
[24] Tenth National Building Regulation. (2008). Design and Construction of Steel Structures. 3rd Edition, Tehran: National Building Regulation Office.
[25] Standard NO. 2800. (2015). Iranian Code of Practice for Seismic Resistant Design of Buildings. 4th Edition, Tehran: Road Housing and Urban Development Research Center (BHRC).
[26] Sixth National Building Regulation. (2013). Design Loads for Buildings. 3rd Edition, Tehran: National Building Regulation Office.
[27] Gorman, M.R. and Moses, F. (1972). Reliability of Structural Systems. Ohio: Case Western Reserve University, Report No.79(2).
[28] Hadianfard, M.A. and Razani, R. (2003). Effect of semi-rigid behavior of connections in the reliability of steel frames. Journal of Structural Safety, 25, 123-138, DOI:
10.1016/S0167-4730(02)00046-2.
[29] Shayanfar, M.A. and Barkhordari M.A. Rahmanian M. (2011). Reliability of the member stability criteria in the 2008 Iranian Specification For Structural Steel. Journal of Structure and Steel, 9, 5-12.
[30] Hess, P.E., Bruchman, D., Assakkaf, I.A. and Ayyub, B.M. (2002). Uncertainties in Material and Geometric Strength and Load Variables. Naval Engineering Journal, Technical Report, 114, 139-166, DOI:
10.1111/j.1559-3584.2002.tb00128.x.
[31] Ellingwood, B. and Rosowsky, D. (1996). Combining Snow and Earthquake Load for Limit State Design. Journal of the Structural Engineering, 122(11), 1364-1368, DOI:
10.1061/(ASCE)0733-9445(1996)122:11(1364).
[32] Ellingwood, B., MacGregor, J.G., Galambos, T.V. and Cornell, C.A. (1982). Probability Based Load Criteria: Load Factors and Load Combinations. Journal of the Structural Division, 108(5), 978-997.