[1] FEMA P695. (2009). Quantification of building seismic performance factors. Washington, DC: Federal Emergency Management Agency.
[2] Ren, Y., Ma, D., Wang, W., Guo, X., Wang, Z., Chen, D., Wu, J., Fei, Z. and Zhao, X. (2024), Application of SPO2IDA in Seismic Performance Evaluation of Ancient Timber Structures. International Journal of Architectural Heritage, 18(8), 1308-1322. https://doi.org/10.1080/15583058.2023.2221215
[3] Baltzopoulos, G., Baraschino, R., Iervolino, I. and Vamvatsikos, D. (2017), SPO2FRAG: software for seismic fragility assessment based on static pushover. Bulletin of Earthquake Engineering, 15, 4399-4425. https://doi.org/10.1007/s10518-017-0145-3
[4] Dehvari, A.G. (2024), Fragility Analysis of Building Frames with Buckling Resistance Braces Using Incremental Dynamic Analysis Based on Pushover Curve. Journal of Structural and Construction Engineering, 11(3). https://doi.org/10.22065/jsce.2023.405003.3164
[5] Shanehsazzadeh, H., Tehranizadeh, M. and Haj Najafi, L. (2023), Evaluation of the Collapse Capacity Ratio of the Near Fault to the Far Fault and Its Effect on Collapse Risk in Terms of Pulse Period and Formability. Bulletin of Earthquake Science and Engineering, 10(3), 31-48. https://doi.org/10.48303/bese.2022.557180.1085
[6] Yekrangnia, M. (2023), Seismic Vulnerability Assessment of Masonry Residential Buildings in the Older Parts of Tehran through Fragility Curves and Basic RVS Scores. Buildings, 13(2). https://doi.org/10.3390/buildings13020302
[7] Kaveh, A., Mahdipour Moghanni, R. and Javadi, S.M. (2022), Chaotic optimization algorithm for performance-based optimization design of composite moment frames. Engineering with Computers, 38(3), 2729-2741. https://doi.org/10.1007/s00366-020-01244-z
[8] Ugalde, D., Lopez-Garcia, D. and Parra, P.F. (2020), Fragility-based analysis of the influence of effective stiffness of reinforced concrete members in shear wall buildings. Bulletin of Earthquake Engineering, 18(5), 2061-2082. https://doi.org/10.1007/s10518-020-00786-3
[9] Sococol, I., Mihai, P., Petrescu, T.-C., Nedeff, F., Nedeff, V., Agop, M. and Luca, B.-I. (2022), Numerical Study Regarding the Seismic Response of a Moment-Resisting (MR) Reinforced Concrete (RC) Frame Structure with Reduced Cross-Sections of the RC Slabs. Buildings, 12(10), 1525. https://doi.org/10.3390/buildings12101525
[10] Nazri, F.M., Yern, K.C., Kassem, M.M. and Noroozinejad Farsangi, E. (2018), Assessment of structure-specific fragility curves for soft storey buildings implementing IDA and SPO approaches. International Journal of Engineering. Transactions C: Aspects, 2016-2021.
[11] Kashefizadeh, M.H., Azimzadeh Koocheh, M., Amiri, B. and Esmaeilabadi, R. (2018), Steel Plate Shear Wall with Different Infill Steel Plates. Computational Engineering and Physical Modeling, 1(3), 1-14. 10.22115/cepm.2018.118244.1011
[12] Bakhshi, H., Khosravi, H. and Ghoddusi, M. (2019), Evaluation of Seismic Behavior of Steel Shear Wall by Time History Analysis. Computational Engineering and Physical Modeling, 2(1), 38-55. 10.22115/cepm.2019.160278.1055
[13] Arezoomand Langarudi, P., Adibramezani, M., Hojatkashani, A. and Farokhizadeh, S. (2024), Effect of Design Optimality and Overstrength on the Seismic Performance of Steel Plate Shear Walls. Iranian Journal of Science and Technology, Transactions of Civil Engineering. https://doi.org/10.1007/s40996-024-01513-7
[14] Mazzoni, S., McKenna, F., Scott, M.H. and Fenves, G. (2004), OpenSees users manual. PEER, University of California, Berkeley, 18, 56-57.
[15] ANSI/AISC 341-22. (2022). Seismic Provisions for Structural Steel Buildings. Chicago (IL): American Institute for Steel Construction.
[16] Fakharian, P., Naderpour, H., Sharbatdar, M.K. and Ghasemi, S.H. (2024), Advancements in structural target reliability: A comprehensive examination of theories and practical applications (2013-2024). Structures, 66, 106930. https://doi.org/10.1016/j.istruc.2024.106930
[17] Sabouri-Ghomi, S. and Sajjadi, S.R.A. (2012), Experimental and theoretical studies of steel shear walls with and without stiffeners. Journal of Constructional Steel Research, 75, 152-159. https://doi.org/10.1016/j.jcsr.2012.03.018
[18] Moradnezhad, B., Oghabi, M., TahamouliRoudsari, M. and Movahednia, M. (2023), Development of a new computational method based on truss elements to investigate the nonlinear static behavior of steel shear walls. Journal of Structural and Construction Engineering, 10(5), 144-166. https://doi.org/10.22065/jsce.2022.344008.2827
[19] Jalali, S.A. and Banazadeh, M. (2016), Development of a new deteriorating hysteresis model for seismic collapse assessment of thin steel plate shear walls. Thin-Walled Structures, 106, 244-257. https://doi.org/10.1016/j.tws.2016.05.008
[20] ASCE/SEI 7-22. (2022). Minimum design loads for buildings and other structures. Reston: American Society of Civil Engineering.
[21] Moula Hoveizeh, M., Emami, F. and Mansoori, m.R. (2023), Seismic vulnerability evaluation of trapezoidally Corrugated Steel Shear Walls under near-and far-fault earthquakes using fragility curves. Journal of Structural and Construction Engineering, 10(5), 108-128. https://doi.org/10.22065/jsce.2022.352015.2877
[22] Asadi, a., Tajammolian, H. and Forotani, A. (2021), Seismic Assessment of Corrugated Steel Shear Walls with Different Configurations Based on Fragility Curves. Journal of Structural and Construction Engineering, 8(10), 164-184. https://doi.org/10.22065/jsce.2020.206152.1982
