Hauksson, E. and Jones, L.M. (1995). The 1994 Northridge earthquake sequence in California: Seismological and tectonic aspects. Journal of Geophysical Research, 100(7), 12335–12355.
 USGS (2000). Implications for earthquake risk reduction in the United States from the Kocaeli, Turkey, Earthquake of August 17, 1999, U.S. Geological Survey Circular 1193.
 Pachideh, G., Gholhaki, M., and Kafi, M.A. (2020). Experimental and Numerical Evaluation of an Innovative Diamond-Scheme Bracing System Equipped with a Yielding Damper. Steel and Composite Structures, 36(2), 197-211.
 Pachideh, G., Kafi, M.A., and Gholhaki, M. (2020). Evaluation of cyclic performance of a novel bracing system equipped with a circular energy dissipater. Structures, 28, 467-481.
 Gholhaki, M., Pachideh, G., Rezayfar, O., and ghazvini, S. (2019). Specification of Response modification factor for Steel Plate Shear Wall by Incremental Dynamic Analysis Method [IDA]. Journal of Structural and Construction Engineering, 6(2), 211-224.
 Decanini L.D., Liberatore, D., Liberatore, L., and Sorrentino, L. (2012). Preliminary report on the 2012, May 20, Emilia earthquake
, 1, http://www.eqclearinghouse.org/2012-05-20-italy-it/
 Ruiz-García, J., and Negrete-Manriquez, J. C. (2011). Evaluation of drift demands in existing steel frames under as-recorded far-field and near-fault mainshock-aftershock seismic sequences. Engineering Structures, 33(2), 621-634.
 Pan, H., and Kusunoki, K. (2020). Aftershock damage prediction of reinforced-concrete buildings using capacity spectrum assessments. Soil Dynamics and Earthquake Engineering, 129, 105952.
 Gaetani d'Aragona, M., Polese, M., Elwood, K. J., Baradaran Shoraka, M., and Prota, A. (2017). Aftershock collapse fragility curves for non‐ductile RC buildings: a scenario‐based assessment. Earthquake Engineering & Structural Dynamics, 46(13), 2083-2102.
 Han, R., Li, Y., and van de Lindt, J. (2015). Loss estimation of reinforced concrete buildings considering aftershock hazards. In Structures Congress, 2174-2185.
 Lemnitzer, A., Massone, L. M., Skolnik, D. A., Juan, C., & Wallace, J. W. (2014). Aftershock response of RC buildings in Santiago, Chile, succeeding the magnitude 8.8 Maule earthquake. Engineering structures, 76, 324-338.
 Jeon, J. S., DesRoches, R., Brilakis, I., and Lowes, L. N. (2012). Aftershock fragility curves for damaged non-ductile reinforced concrete buildings. In 15th World Conference on Earthquake Engineering.
 Mahin, S.A. (1980). Effects of duration and aftershocks on inelastic design earthquakes. Proceedings of the seventh world conference on earthquake engineering, Istanbul, Turkey.
 Aschheim, M., and Black, E. (1999). Effects of prior earthquake damage on response of simple stiffness-degrading structures. Earthquake Spectra, 15(1), 1-24.
 Amadio, C., Fragiacomo, M., and Rajgelj, S. (2003). The effects of repeated earthquake ground motions on the non-linear response of SDOF systems. Earthquake Engineering & Structural Dynamics, 32(2), 291-308.
 Sunasaka, Y. and Kiremidjian, A. (1993). A method for structural safety evaluation under mainshock-aftershock earthquake sequences. Report No. 105. The John A. Blume Earthquake Engineering Center, Stanford University. Stanford, CA.
 Nazari, N., van de Lindt, J. and Li, Y. (2013). Effect of Mainshock-Aftershock Sequences on Woodframe Building Damage Fragilities, Journal of Performance of Constructed Facilities. doi: 10.1061/(ASCE)CF.1943-5509.0000512.
 Hatzigeorgiou, G.D., and Liolios, A.A. (2010). Nonlinear behaviour of RC frames under repeated strong ground motions. Soil Dynamics & Earthquake Engineering, 30(10), 1010-1025.
 Yin, Y.J., and Li, Y. (2010). Seismic Collapse Risk of Light-Frame Wood Construction Considering Aleatoric and Epistemic Uncertainties, Structural Safety, 32(4), 250-261.
 Yin, Y.J., and Li, Y. (2011). Loss Estimation of Light-Frame Wood Construction Subjected to Main shock-Aftershock Sequences. Journal of Performance ofConstructed Facilities, 25(6), 504-513.
 Jeon, J.S., DesRoches, R., Brilakis, I., and Lowes, L.N. (2012). Aftershock Fragility Curves for Damaged Non-Ductile Reinforced Concrete Buildings. 15th WorldConference on Earthquake Engineering, Lisbon, Portugal.
 Song, R., Li, Y., and Van De Lindt, J., (2014). Impact of Earthquake Ground Motion Characteristics on Collapse Risk of Post-Mainshock Buildings Considering Aftershocks. Engineering Structures, 81, 349–361.
 Li, Y., Song, R., and Van De Lindt, J., (2014). Collapse Fragility of Steel Structures Subjected to Earthquake Mainshock Aftershock Sequences. Journal of Structural Engineering, 140(12), 04014095.
 Zhang, Y., V. Burton, H., Shokrabadi, M., and W. Wallace, J. (2019). Seismic Risk Assessment of a 42-Story Reinforced Concrete Dual-System Building Considering Mainshock and Aftershock Hazard. Journal of Structural Engineering, 145(11), 04019135, doi:10.1061/(ASCE)ST.1943-541X.0002427.
 Ruiz-García, J., Bojorquez, E., and Corona, E. (2018). Seismic behavior of steel eccentrically braced frames under soft-soil seismic sequences. Soil Dynamics and Earthquake Engineering
, 115, 119-128, https://doi.org/10.1016/j.soildyn.2018.08.018
 Abdollahzadeh, G., Mohammadgholipour A., and Omranian E., (2017). Seismic Evaluation of Steel Moment Frames Under Mainshock–Aftershock Sequence Designed by Elastic Design and PBPD Methods. Journal of Earthquake Engineering, DOI: 10.1080/13632469.2017.1387198.
 Han, R., Li, Y., and van de Lindt, J., (2015). Assessment of Seismic Performance of Buildings with Incorporation of Aftershocks. Journal of Performance of Constructed Facilities, 04014088, 29(3), doi:10.1061/(ASCE)CF.1943-5509.0000596.
 Hatzigeorgiou, G.D., and Liolios, A.A., (2010). Nonlinear Behaviour of RC Frames Under Repeated Strong Ground Motions. Soil Dynamics Earthquake Engineering, 30, 1010–1025.
 Hatzigeorgiou, G.D., and Beskos, D.E., (2009). Inelastic Displacement Ratios for SDOF Structures Subjected to Repeated Earthquakes. Engineering Structures, 31, 2744–2755.
 Hatzigeorgiou, G.D., (2010). Ductility Demand Spectra for Multiple Near-and Far-Fault Earthquakes. Soil Dynamics Earthquake Engineering, 30, 170-183.
 Permanent Committee for Revising the Standard 2800, (2014). Iranian Code of Practice for Seismic Resistant Design of Buildings, 4th Edition, Building and Housing Research Center, Tehran, Iran.
 Institute of National Building Regulations, (2008). Design and construction of Steel Structures, Topic.10, Ministry of Roads & Urban Development, Iran.
 Computers and Structures Inc. (CSI) (2016). SAP2000 ver 18.2.0: Integrated Finite Element Analysis and Design of Structures. Analysis Reference, University of California, Berkeley.
 FEMA 356 (2000). Prestandard and commentary for the seismic rehabilitation of buildings, Prepared by the American Society of Civil Engineers for the Federal Emergency Management Agency, Washington D.C.
 Vamvatsikos, D. and Cornell, C.A. (2002). Incremental dynamic analysis. Earthquake Eng. Struct. Dyn
, 31, 491-514. doi:10.1002/eqe.141
 NEHRP Recommended Provisions for Seismic Regulations for New and Other Structures, FEMA 450-1, (2003). Edition; Part 1: Provisions.
 PEER Ground Motion Database, Pacific Earthquake Engineering Research Centre, Web Site: http:// peer.berkeley.edu/peer-ground-motion-database
 Shome, N., and Cornell, C.A. (1999). Probabilistic Seismic Demand Analysis of Nonlinear Structures. Reliability of Marine Structures, Report No: RMS-35, Civil and Environmental Engineering, Stanford University.
 Zareian, F., Krawinkler, H., Ibarra, L. and Lignos, D. (2010). Basic Concepts and Performance Measures in Prediction of Collapse of Buildings Under Earthquake Ground Motions. The Structural Design of Tall and Special Buildings, 19, 167-181, DIO: 10.1002/tal.546.
 Mahmoudi Mandani, A., and Faghihmaleki, H. (2015). A Comparison of Damage Indices in Development of Seismic Fragility Curve for Steel Moment Frames with Divergent Bracing. Buletin Teknologi Makanan, 2(5), 283-289.