[1] Somerville, P.G. (2005). Engineering characterization of near fault ground motions. In: Proc., NZSEE 2005 Conf.
[2] Bozorgnia, Y.; Bertero, V.V. (2004). Earthquake engineering: from engineering seismology to performance-based engineering. CRC press.
[3] Stewart, J.P., et al. (2002). Ground motion evaluation procedures for performance-based design. Soil dynamics and earthquake engineering, 22(9): 765-772.
[4] Shahi, S.K.; Baker, J.W. (2014). An efficient algorithm to identify strongâvelocity pulses in multicomponent ground motions. Bulletin of the Seismological Society of America, 104(5): 2456-2466.
[5] Kadid, A.; Yahiaoui, D.; Chebili, R. (2010). Behaviour of reinforced concrete buildings under simultaneous horizontal and vertical ground motions. Asian Journal of Civil Engineering, 463-476.
[6] Bozorgnia, Y.; Campbell, K.W.; Niazi. M. (2000). Observed spectral characteristics of vertical ground motion recorded during worldwide earthquakes from 1957 to 1995. In: Proceedings of the 12th world conference on earthquake engineering. New Zealand:[sn].
[7] Choi, I.-K., et al. (2008). Probabilistic seismic risk analysis of CANDU containment structure for near-fault earthquakes. Nuclear Engineering and Design, 238(6): 1382-1391.
[8] Papazoglou, A.; Elnashai, A. (1996). Analytical and field evidence of the damaging effect of vertical earthquake ground motion. Earthquake engineering and structural dynamics, 25(10): 1109-1138.
[9] Dana, M.' et al. (2014) Effects of the seismic vertical component on structural behaviour-An analytical study of current code practices and potential areas of improvement.
[10] Standard No, 2800 (2005). Iranian code of practice for seismic resistant design of buildings. Third Revision, Building and Housing Research Center, Tehran, Iran.
[11] Sultana, and Youssef, M.A. (2016) Prediction of local seismic damage in steel moment resisting frames. Journal of Constructional Steel Research, 122: 122-137.
[12] Gülerce, Z.; Abrahamson, NA. (2011). Site-specific design spectra for vertical ground motion. Earthquake Spectra, 27(4): 1023-1047.
[13] Elgamal, A.;. He, L. (). Vertical earthquake ground motion records: an overview. Journal of Earthquake Engineering, 8(05): 663-697.
[14] Salazar, A.R.; A. Haldar (2000). Structural responses considering the vertical component of earthquakes. Computers & Structures, 74(2): 131-145.
[15] Shih, T.Y.; Lin, Y. (1982). Vertical seismic load effect on hysteric columns. Journal of the Engineering Mechanics Division, 108(2): 242-254.
[16] CBC, (2013). California Building Code 1. Sacramento, CA.
[17] ASCE/SEI 41-06. (2010). Seismic Rehabilitation of Existing Buildings, American Society of Civil Engineers. Reston, VA;
[18] ASCE/SEI 7-10. (2010). Minimum design loads for buildings and other structures. American Society of Civil Engineers. Reston, VA; 2010.
[19] SeismoSoft. SeismoStruct. (2006). A computer program for static and dynamic nonlinear analysis of framed structures. Disponível online em: http://www. seismosoft.com.
[20] Scott, M.H.; Fenves, GL. (2006). Plastic hinge integration methods for force-based beam–column elements. Journal of Structural Engineering, 132(2): 244-252.
[21] Baker, J.W. (2007). Quantitative classification of near-fault ground motions using wavelet analysis. Bulletin of the Seismological Society of America, 97(5): 1486-1501.
[22] Vamvatsikos, D.; Cornell, CA. (2002). Incremental dynamic analysis. Earthquake Engineering & Structural Dynamics, 31(3): 491-514.