N.L. H. Ryu , S. R. Uma , A. B. Liel, Developing fragilities for mainshock-damaged structures through incremental dynamic analysis, Proceedings of the Ninth Pacific Conference on Earthquake Engineering Building an Earthquake-Resilient Society, 14-16 April, 2011, Auckland, New Zealand, (2011).
 Y. Dong, D.M. Frangopol, Risk and resilience assessment of bridges under mainshock and aftershocks incorporating uncertainties, Engineering Structures, 83 (2015) 198-208.
 K. Goda, Nonlinear response potential of mainshock-aftershock sequences from Japanese earthquakes, Bulletin of the Seismological Society of America, 102(5) (2012).
 G.D. Hatzigeorgiou, Ductility demand spectra for multiple near- and far-fault earthquakes, Soil Dynamics and Earthquake Engineering, 30(4) (2010) 170-183.
 A. Nicknam, H. Hamidi, Probability-based analysis of aftershock hazard in the regions with high level of seismicity, Proceedings of the First International conferece on urban construction in the vicinity of active faults, (1390). (In Persian)
 J. Shin, J. Kim, K. Lee, Seismic assessment of damaged piloti-type RC building subjected to successive earthquakes, Earthquake Engineering & Structural Dynamics, 43(11) (2014) 1603-1619.
 C.A. Whyte, B. Stojadinovic, Effect of ground motion sequence on response of squat reinforced concrete shear walls, Journal of Structural Engineering, 140(8) (2013) A4014004.
 K. Kolozvari, K. Orakcal, J.W. Wallace, Modeling of cyclic shear-flexure interaction in reinforced concrete structural walls. i: Theory, Journal of Structural Engineering, 141(5) (2014) 04014135.
 L.F. Ibarra, R.A. Medina, H. Krawinkler, Hysteretic models that incorporate strength and stiffness deterioration, Earthquake engineering & structural dynamics, 34(12) (2005) 1489-1511.
 D.G. Lignos, H. Krawinkler, Deterioration modeling of steel components in support of collapse prediction of steel moment frames under earthquake loading, Journal of Structural Engineering, 137(11) (2010) 1291-1302.
 T.B. Panagiotakos, M.N. Fardis, Deformations of reinforced concrete members at yielding and ultimate, Structural Journal, 98(2) (2001) 135-148.
 C.B. Haselton, P.E.E.R. Center, Beam-column element model calibrated for predicting flexural response leading to global collapse of RC frame buildings, Pacific Earthquake Engineering Research Center, 2008.
 Iran national Standard No. 2800, Iranian Code of Practice for Seismic Resistant Design of Buildings and Housing Research Center. (In Persian)
 G.G. Amiri, F.M. Dana, Introduction of the most suitable parameter for selection of critical earthquake, Computers & Structures, 83(8) (2005) 613-626.
 C.-H. Zhai, W.-P. Wen, S. Li, Z. Chen, Z. Chang, L.-L. Xie, The damage investigation of inelastic SDOF structure under the mainshock–aftershock sequence-type ground motions, Soil Dynamics and Earthquake Engineering, 59 (2014) 30-41.
 R. Song, Y. Li, J.W. Van de Lindt, Loss estimation of steel buildings to earthquake mainshock–aftershock sequences, Structural Safety, 61 (2016) 1-11.
 FEMA. Pre-standard and commentary for the seismic rehabilitation of buildings. Rep. No. FEMA 356, Federal Emergency Management Agency, Washington (DC), 2000.
 G.D. Hatzigeorgiou, A.A. Liolios, Nonlinear behaviour of RC frames under repeated strong ground motions, Soil Dynamics and Earthquake Engineering, 30(10) (2010) 1010-1025.