[1] Ghowsi, A. and Sahoo, D., “Seismic Performance of Buckling-restrained Braced Frames with Varying Beam-column Connections”, International Journal of Steel Structures, Vol 13, No. 4, (2013), pp 607-621.
[2] Nair, R.S., “Preventing disproportionate collapse”, Journal of Performance of Constructed Facilities, Vol. 20, No. 4, (2006), pp 309-314.
[3] Ellingwood, B.R., “Mitigating risk from abnormal loads and progressive collapse”, Journal of Performance of Constructed Facilities, Vol. 20, No. 4, (2006), pp 315-323.
[4] Kaewkulchai, G. and Williamson, E., “Modeling the impact of failed members for progressive collapse analysis of frame structures”, Journal of Performance of Constructed Facilities, Vol. 20, No. 4, (2006), pp 375-383.
[5] Dusenberry, D.O. and Hamburger, R.O., “Practical means for energy-based analyses of disproportionate collapse potential", Journal of Performance of Constructed Facilities”, Vol. 20, No. 4, (2006), pp 336-348.
[6] GSA, Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects, The US General Services Administration, Washington, DC, (2003).
[7] UFC, Design of buildings to resist progressive collapse, Unified Facilities Criteria, Department of Defense, USA, (2009).
[8] Ruth, P., Marchand, K.A. and Williamson, E.B. (2006), “Static equivalency in progressive collapse alternate path analysis: Reducing conservatism while retaining structural integrity”, Journal of Performance of Constructed Facilities, Vol. 20, No. 4, (2006), pp 349-364.
[9] Marjanishvili, S. and Agnew, E., “Comparison of various procedures for progressive collapse analysis”, Journal of Performance of Constructed Facilities, Vol. 20, No. 4, (2006), pp 365-374.
[10] Liu, M., “Progressive collapse design of seismic steel frames using structural optimization”, Journal of Constructional Steel Research, Vol. 67, No. 3, (2011), pp 322-332.
[11] Khandelwal, K., El-Tawil, S. and Sadek, F., “Progressive collapse analysis of seismically designed steel braced frames”, Journal of Constructional Steel Research, Vol. 65, No. 3, (2009), pp 699-708.
[12] Kim, J. and Kim, T., “Assessment of progressive collapse resisting capacity of steel moment frames”, Journal of Constructional Steel Research, Vol. 65(1), (2009), pp 169-179.
[13] Kim, J., Lee, Y. and Choi, H., “Progressive collapse resisting capacity of braced frames”, The Structural Design of Tall and Special Buildings, Vol. 20(2), (2011), pp 257-270.
[14] Tavakoli, H. and Kiakojouri, F., “Influence of sudden column loss on dynamic response of steel moment frames under blast loading” International Journal of Engineering-Transactions B: Applications, Vol. 26, No. 2, (2013), pp 197-206.
[15] Parsaeifard, N. and Nateghi-A, F., “The effect of local damage on energy absorption of steel frame buildings during earthquake”, International Journal of Engineering-Transactions B: Applications, Vol. 26, No. 2, (2012), pp 143-152.
[16] Chen, Ch.H., Zhu, Y.F., Yao, Y., Huang, Y. and Long, X., “An evaluation method to predict progressive collapse resistance of steel frame structures”, Journal of Constructional Steel Research, Vol. 122, (2016), pp 238–250.
[17] Mashhadi, M. and Saffari, H., “Modification of dynamic increase factor to assess progressive collapse potential of structures”, Journal of Constructional Steel Research, Vol. 138, (2017), pp 72–78.
[18] Zhong, W., Meng, B. and Hao, J., “Performance of different stiffness connections against progressive collapse”, Journal of Constructional Steel Research, Vol. 135, (2017), pp 162–175.
[19] Salmasi, A. Ch. and Sheidaii, M. R., “Assessment of Eccentrically Braced Frames Strength Against Progressive Collapse” International Journal of Steel Structures, Vol. 17(2), (2017), pp 543-551.
[20] Bandyopadhyay, M. and Banik A., “Improvement of progressive collapse resistance potential of semi-rigid jointed steel frames through bracings”, International Journal of protective structures, Vol. 7(4), (2016), pp 518–546.
[21] Gerasimidis, S. and Baniotopoulos, C., “Steel moment frames column loss analysis: The influence of time step size”, Journal of Constructional Steel Research, Vol. 67, No. 4, (2011), pp 557-564.
[22] SeismoSoft. SeismoStruct —a computer program for static and dynamic non- linear analysis of framed structures. Available online from: ⟨www.seismosoft.com⟩ SeismoSoft, Ld,Pavia, Italy, (2016).
[23] Menegotto M. and Pinto P.E., “Method of analysis for cyclically loaded R.C. plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending”, Symposium on the Resistance and Ultimate Deformability of Structures Acted on by Well Defined Repeated Loads, International Association for Bridge and Structural Engineering, Zurich, Switzerland, (1973), pp 15-22.
[24] Filippou F.C., Popov E.P. and Bertero V.V., “Effects of bond deterioration on hysteretic behavior of reinforced concrete joints”, Report EERC 83-19, Earthquake Engineering Research Center, University of California, Berkeley, (1983).
[25] Standard No. 2800, 4th Edition, “Iranian code of practice for seismic resisting design of buildings”, Road, Housing and Urban Development Research Center, (2014).
[26] AISC360-10, “Specifications for structural steel buildings”, American Institute of Steel Construction Inc. Chicago, (2010).
[27] UFC, Design of buildings to resist progressive collapse, Unified Facilities Criteria, Department of Defense, USA, (2009).