[1] M. Zameeruddin and K. K. Sangle, "Review on Recent developments in the performance-based seismic design of reinforced concrete structures," in Structures, 2016, vol. 6: Elsevier, pp. 119-133.
[2] M. Gerami and D. Abdollahzadeh, "Estimation of forward directivity effect on design spectra in near field of fault," Journal of Basic and Applied Scientific Research, vol. 2, no. 9, pp. 8670-8686, 2012.
[3] S. Loeding, M. J. Kowalsky, and M. N. Priestley, Direct displacement-based design of reinforced concrete building frames (no. 8). Division of Structural Engineering, University of California, San Diego, 1998.
[4] S. Akkar, U. Yazgan, and P. Gülkan, "Drift estimates in frame buildings subjected to near-fault ground motions," Journal of Structural Engineering, vol. 131, no. 7, pp. 1014-1024, 2005.
[5] E. Miranda, "Site-dependent strength-reduction factors," Journal of Structural Engineering, vol. 119, no. 12, pp. 3503-3519, 1993.
[6] E. Miranda, "Approximate seismic lateral deformation demands in multistory buildings," Journal of Structural Engineering, vol. 125, no. 4, pp. 417-425, 1999.
[7] E. Miranda and C. J. Reyes, "Approximate lateral drift demands in multistory buildings with nonuniform stiffness," Journal of Structural Engineering, vol. 128, no. 7, pp. 840-849, 2002.
[8] F. Daneshjoo and M. Gerami, "Higher mode effects on seismic behavior of MDOF steel moment resisting frames," Journal of Seismology and Earthquake Engineering, vol. 5, no. 3, pp. 41-54, 2003.
[9] T. Karavasilis, N. Bazeos, and D. Beskos, "Maximum displacement profiles for the performance based seismic design of plane steel moment resisting frames," Engineering Structures, vol. 28, no. 1, pp. 9-22, 2006.
[10] R. A. Medina and H. Krawinkler, "Evaluation of drift demands for the seismic performance assessment of frames," Journal of Structural Engineering, vol. 131, no. 7, pp. 1003-1013, 2005.
[11] T. L. Karavasilis, N. Bazeos, and D. E. Beskos, "Drift and ductility estimates in regular steel MRF subjected to ordinary ground motions: a design-oriented approach," Earthquake Spectra, vol. 24, no. 2, pp. 431-451, 2008.
[12] A. I. Dimopoulos, N. Bazeos, and D. E. Beskos, "Seismic yield displacements of plane moment resisting and x-braced steel frames," Soil Dynamics and Earthquake Engineering, vol. 41, pp. 128-140, 2012.
[13] Standard. No, "2800 “Iranian Code of Practice for Seismic Resistant Design of Buildings”," Third Revision, Building and Housing Research Center, Tehran, 2005.
[14] R. Pekelnicky, S. D. Engineers, S. Chris Poland, and N. D. Engineers, "ASCE 41-13: Seismic Evaluation and Retrofit Rehabilitation of Existing Buildings," Proceedings of the SEAOC, 2012.
[15] A. Tzimas, T. Karavasilis, N. Bazeos, and D. Beskos, "Extension of the hybrid force/displacement (HFD) seismic design method to 3D steel moment-resisting frame buildings," Engineering Structures, vol. 147, pp. 486-504, 2017.
[16] F. De Luca, I. Iervolino, and E. Cosenza, "Un-scaled, scaled, adjusted and artificial spectral matching accelerograms: displacement-and energy-based assessment," Proceedings of XIII ANIDIS,“L’ingegneria Sismica in Italia”, Bologna, Italy, 2009.
[17] J. Hancock, "The influence of duration and the selection and scaling of accelerograms in engineering design and assessment," Imperial College London (University of London), 2006.
[18] A. Fakhraddini, S. Hamed, and M. J. Fadaee, "Peak displacement patterns for the performance-based seismic design of steel eccentrically braced frames," Earthquake Engineering and Engineering Vibration, vol. 18, no. 2, pp. 379-393, 2019.
[19] S. A. Razavi, N. Siahpolo, and M. Mahdavi Adeli, "A New Empirical Correlation for Estimation of EBF Steel Frame Behavior Factor under Near-Fault Earthquakes Using the Genetic Algorithm," Journal of Engineering, vol. 2020, 2020.
[20] J. W. Baker, "Quantitative classification of near-fault ground motions using wavelet analysis," Bulletin of the Seismological Society of America, vol. 97, no. 5, pp. 1486-1501, 2007.
[21] A. Tzimas, T. Karavasilis, N. Bazeos, and D. Beskos, "A hybrid force/displacement seismic design method for steel building frames," Engineering Structures, vol. 56, pp. 1452-1463, 2013.
[22] T. Karavasilis, N. Bazeos, and D. Beskos, "A hybrid force/displacement seismic design method for plane steel frames," in Proceedings of 1st European conference on earthquake engineering and seismology (1st ECEES), Geneva, Switzerland, 2006, pp. 3-8.
[23] T. L. Karavasilis, N. Bazeos, and D. E. Beskos, "Estimation of seismic drift and ductility demands in planar regular X‐braced steel frames," Earthquake Engineering & Structural Dynamics, vol. 36, no. 15, pp. 2273-2289, 2007.
[24] J. Akbari and M. S. Ayubirad, "Seismic optimum design of steel structures using gradient-based and genetic algorithm methods," International Journal of Civil Engineering, vol. 15, no. 2, pp. 135-148, 2017.
[25] H. S. Park and C. W. Sung, "Optimization of steel structures using distributed simulated annealing algorithm on a cluster of personal computers," Computers & structures, vol. 80, no. 14-15, pp. 1305-1316, 2002.
[26] M.-B. Prendes-Gero, A. Bello-García, J.-J. del Coz-Díaz, F.-J. Suárez-Domínguez, and P.-J. G. Nieto, "Optimization of steel structures with one genetic algorithm according to three international building codes," Revista de la Construcción. Journal of Construction, vol. 17, no. 1, pp. 47-59, 2018.
[27] B. Standard, "Eurocode 8: Design of structures for earthquake resistance," Part, vol. 1, pp. 1998-1, 2005.