[1] A. ASCE, "Minimum design loads for buildings and other structures," ed: Reston, VA, 2010.
[2] S. E. Institute, Minimum design loads for buildings and other structures (no. 5). Amer Society of Civil Engineers, 2006.
[3] A. T. Council, Improvement of nonlinear static seismic analysis procedures. FEMA Region II, 2005.
[4] R. L. Mayes and F. Naeim, "The Seismic Design Handbook 2nd Edition Ch. 14 Design of Structures with Seismic Isolation," ed: Kluwer Academic Publishers, 2001.
[5] K. Galal and A. Ghobarah, "Effect of near-fault earthquakes on North American nuclear design spectra," Nuclear Engineering and Design, vol. 236, no. 18, pp. 1928-1936, 2006.
[6] I. CHOI, M. K. Kim, Y.-S. Choun, and J.-M. Seo, "Shaking table test of steel frame structures subjected to scenario earthquakes," Nuclear Engineering and Technology, vol. 37, no. 2, pp. 191-200, 2005.
[7] J. P. Stewart, S.-J. Chiou, J. D. Bray, R. W. Graves, P. G. Somerville, and N. A. Abrahamson, "Ground motion evaluation procedures for performance-based design," Soil dynamics and earthquake engineering, vol. 22, no. 9-12, pp. 765-772, 2002.
[8] J. F. Hall, T. H. Heaton, M. W. Halling, and D. J. Wald, "Near-source ground motion and its effects on flexible buildings," Earthquake spectra, vol. 11, no. 4, pp. 569-605, 1995.
[9] H. Krawinkler, J. Anderson, V. Bertero, W. Holmes, and C. Theil Jr, "Steel buildings," Earthquake Spectra, vol. 12, no. S1, pp. 25-47, 1996.
[10] N. Makris and C. J. Black, "Dimensional analysis of bilinear oscillators under pulse-type excitations," Journal of Engineering Mechanics, vol. 130, no. 9, pp. 1019-1031, 2004.
[11] M. Gerami and D. Abdollahzadeh, "Local and global effects of forward directivity," Građevinar, vol. 65, no. 11., pp. 971-985, 2013.
[12] A. Mashayekhi, M. Gerami, and N. Siahpolo, "Assessment of Higher Modes Effects on Steel Moment Resisting Structures under Near-Fault Earthquakes with Forward Directivity Effect Along Strike-Parallel and Strike-Normal Components," International Journal of Steel Structures, vol. 19, no. 5, pp. 1543-1559, 2019.
[13] L. Li, Z. Huang, and F. Liu, "A heuristic particle swarm optimization method for truss structures with discrete variables," Computers & Structures, vol. 87, no. 7-8, pp. 435-443, 2009.
[14] E. Doğan and M. P. Saka, "Optimum design of unbraced steel frames to LRFD–AISC using particle swarm optimization," Advances in Engineering Software, vol. 46, no. 1, pp. 27-34, 2012.
[15] S. Chatterjee, S. Sarkar, S. Hore, N. Dey, A. S. Ashour, and V. E. Balas, "Particle swarm optimization trained neural network for structural failure prediction of multistoried RC buildings," Neural Computing and Applications, vol. 28, no. 8, pp. 2005-2016, 2017.
[16] L. Lamberti, "An efficient simulated annealing algorithm for design optimization of truss structures," Computers & Structures, vol. 86, no. 19-20, pp. 1936-1953, 2008.
[17] C. Tort, S. Şahin, and O. Hasançebi, "Optimum design of steel lattice transmission line towers using simulated annealing and PLS-TOWER," Computers & Structures, vol. 179, pp. 75-94, 2017.
[18] C. Millan-Paramo and J. E. Abdalla Filho, "Modified simulated annealing algorithm for optimal design of steel structures," Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería, vol. 35, no. 1, 2019.
[19] S. A. Razavi, N. Siahpolo, and M. Mahdavi Adeli, "The use of PSO and SA Optimization Algorithms in Estimating the Behavior factor of EBFs under Near-fault Pulse-type Earthquakes," in Journal of Structural and Construction Engineering, 2020. (in Persian).
[20] Yakhchalian, Masood, Neda Asgarkhani, and Mansoor Yakhchalian. "Evaluation of deflection amplification factor for steel buckling restrained braced frames." Journal of Building Engineering 30 (2020): 101228.
[21] 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.
[22] M. Bosco, E. M. Marino, and P. P. Rossi, "Modelling of steel link beams of short, intermediate or long length," Engineering structures, vol. 84, pp. 406-418, 2015.
[23] 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.
[24] M. Bosco and P. Rossi, "Seismic behaviour of eccentrically braced frames," Engineering Structures, vol. 31, no. 3, pp. 664-674, 2009.
[25] A. Kuşyılmaz and C. Topkaya, "Design overstrength of steel eccentrically braced frames," International Journal of Steel Structures, vol. 13, no. 3, pp. 529-545, 2013.
[26] P. Rossi and A. Lombardo, "Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames," Journal of Constructional Steel Research, vol. 63, no. 11, pp. 1529-1545, 2007.
[27] A. Committee, "Specification for structural steel buildings (ANSI/AISC 360-10)," American Institute of Steel Construction, Chicago-Illinois, 2010.
[28] 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.