Code 2800.; “Iranian code of practice for seismic resistant design of buildings”; Third Revision, Building and Housing Research Center, Iran (in persian) (2015).
. Zahiri-Hashemi, R. (2013. ( Proposed new seismic lateral load pattern over height braced steel structures restrainedininelastic behaviour effect, Ph.D. dissertation, Semnan University. (In Persian)
. Chopra, A. K. (2001), Dynamic of Structures: Theory and applications to earthquake engineering, 2nd edition, Prentice Hall Inc. London.
. Lee, S. S. and Goel, S. C. (2001). Performance based seismic design of structures using target drift and yield mechanism, US-Japan Seminar on Advanced stability and Seismicity Concept for Performance Based Design of Steel and Composite Structures, Kyoto, Japan.
. Deguchi, Y. Kawashima, T. Yamanari, M. and Ogawa, K. (2008), Seismic design load distribution in steel frame, 14th World Conference on Earthquake Engineering, Beijing, China.
. Karami Mohammadi, R. (2001), Optimum Distribution of Dynamic Characteristics within the Structure to Reduce Seismic Damage, Ph.D.dissertation, Sharif University of Technology. (In Persian)
 Moghaddam, H. Hosseini Gelekolai, S. M. Hajirasouliha, I. and Tajali, F. (2012), Evaluation of various proposed lateral load patterns for seismic design of steel moment resisting frames, 15th World Conference on Earthquake Engineering, September 24-28, 2012, Lisbon, Portugal.
 Zahiri-Hashemi, R. Kheyroddin, A. (2014). Effect of inelastic behavior on the code-based seismic lateral force pattern of buckling restrained braced frames, Arabian Journal for Science and Engineering, 39(12), pp. 8525-8536.
 FEMA (2000); Prestandard and commentary for the seismic rehabilitation of buildings, FEMA 356. Washington (DC): Federal Emergency Management Agency.
 Gerami, M. Abdolahzadeh, D. (2015). Vulnerability of steel moment-resisting frames under effects of forward directivity, Struct. Design Tall Spec. Build. 24(2), pp.97–122.
 Karami Mohammadi, R. and Sharghi, A. (2014). Seismic design of SMRF structures using different load patterns and their comparison with the optimum design , Journal of Omran-e-Modares,14(1) ,pp.73-84. (In persian)
 Mahmoodi Sahebi, M. and Fegheh Mineh, M. (2015). Altitudinal distribution pattern of earthquake load for moment resisting frames considering nonlinear behavior of Members. Journal of Consideration and Structure Engineering, Iran Society of Structure Engineers, 2(4), pp.62-75. (In Persian)
 Gerami, M. Siahpolo, N. and Vahdani, Reza. (2014). Capability Evaluation of pushover methods in estimating inelastic demands of SMRF under Near Field Earthquake. Journal of Iran Society of Civil Engineering (ASAS) , 16(37), pp.41-52. (In Persian)
 Gerami, M. Siahpolo, N. and Vahdani, Reza. (2014). Evalation of prevaten and adaaptive pushover methods in estimating inelastic demands of SMRFS under near field earthquake with higher mode effect. Journal Civil Engineering Assoociation, 2(4), pp.131-145. (In Persian)
 Gerami, M. Siahpolo, N. and Vahdani, Reza. (2015). Consideration of higher modes and MDOF effects on strength reduction factor of elastoplastic structures under ordinary and near-fault ground motions: modification factors. Ain Shams Eng J, http://dx.doi.org/10.1016/j.asej.2015.08.015.
 Computers and Structures, Inc. Etabs2015 (Ver. 15.0.0)—extended 3D analysis of building systems, nonlinear, Berkeley, California 94704, USA.
 ANSI/AISC 360-10. Specification for structural steel buildings. American Institute of Steel Construction, INC, Chicago, Illinois 60601-1802; 2010.
 McKenna, F. and Fenves, G. Open System for Earthquake Engineering Simulation. University of California, Berkeley. http://opensees.berkeley.edu, 2000.
 Pacific Earthquake Engineering Research Centre (PEER). Strong ground motion database 2006, http://peer.berkeley.edu/
 Gupta, A. and Krawinkler, H.; “Seismic demands for the performance evaluation of steel moment resisting frame structures”; Stanford University (1999).
 Siahpolo, N. (2015). Effect of near fault earthquakes on predicting seismic demands of SMRFs considering higher mode and MDOF effects”, Ph.D. dissertation, Semnan University. (In Persian)