[1] 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.
[2] 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.
[3] 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.
[4] 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.
[5] 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.
[6] 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/.
[7] 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.
[8] Pan, H., and Kusunoki, K. (2020). Aftershock damage prediction of reinforced-concrete buildings using capacity spectrum assessments. Soil Dynamics and Earthquake Engineering, 129, 105952.
[9] 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.
[10] Han, R., Li, Y., and van de Lindt, J. (2015). Loss estimation of reinforced concrete buildings considering aftershock hazards. In Structures Congress, 2174-2185.
[11] 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.
[12] 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.
[13] Mahin, S.A. (1980). Effects of duration and aftershocks on inelastic design earthquakes. Proceedings of the seventh world conference on earthquake engineering, Istanbul, Turkey.
[14] Aschheim, M., and Black, E. (1999). Effects of prior earthquake damage on response of simple stiffness-degrading structures. Earthquake Spectra, 15(1), 1-24.
[15] 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.
[16] 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.
[17] 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.
[18] 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.
[19] 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.
[20] 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.
[21] 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.
[22] 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.
[23] 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.
[24] 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.
[25] 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.
[26] 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.
[28] 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.
[29] 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.
[30] Hatzigeorgiou, G.D., and Beskos, D.E., (2009). Inelastic Displacement Ratios for SDOF Structures Subjected to Repeated Earthquakes. Engineering Structures, 31, 2744–2755.
[31] Hatzigeorgiou, G.D., (2010). Ductility Demand Spectra for Multiple Near-and Far-Fault Earthquakes. Soil Dynamics Earthquake Engineering, 30, 170-183.
[32] 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.
[33] Institute of National Building Regulations, (2008). Design and construction of Steel Structures, Topic.10, Ministry of Roads & Urban Development, Iran.
[34] 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.
[35] 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.
[36] Vamvatsikos, D. and Cornell, C.A. (2002). Incremental dynamic analysis.
Earthquake Eng. Struct. Dyn, 31, 491-514. doi:
10.1002/eqe.141
[37] NEHRP Recommended Provisions for Seismic Regulations for New and Other Structures, FEMA 450-1, (2003). Edition; Part 1: Provisions.
[38] PEER Ground Motion Database, Pacific Earthquake Engineering Research Centre, Web Site: http:// peer.berkeley.edu/peer-ground-motion-database
[39] 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.
[40] 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.
[41] 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.
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