[1] Naeim, F.; Seismic Design Handbook, Kluwer Academic Publishers, 2001.
[2] Iranian Code of Practice for Seismic Resistant Design of Buildings, Standard No.2800-84, 3rd Edition, Building and Housing Research Center, 2005 (in persian).
[3] Mir-Kazemi, S. S; Mohammadi, M.; Investigating the influence and strengthening procedure due to drift controlling criteria on nonlinear seismic behavior of slender steel frames, Journal, journal of Sharif university of technology, 2-30(4.2)-pp. 53-63-2014 (in Persian).
[4] Afzal-Soltani, R.; Investigation of Applying Privacy Control Effects of Shifting on Seismic Behavior of Buildings, M.Sc. Thesis, International Institute of Earthquake Engineering and Seismology, Tehran, Iran,2012 (in Persian).
[5] Zou, X.K., Chan, C.M., An optimal resizing technique for seismic drift design of concrete buildings subjected to response spectrum and time history loadings,Computers and Structures, 83(19), pp. 1689-1704, 2005.
[6] Gholami, S.; A proposed method to satisfy code drift criteria to achieve SMRF slender buildings with higher seismic performance, M.Sc. Thesis, International Institute of Earthquake Engineering and Seismology,Tehran, Iran, 2013 (in Persian).
[7] Code No. 360; Instruction for Seismic Rehabilitation of Existing Buildings, 2007 (in persian).
[8] Estekanchi, H. E.; Vafai, A. and Sadeghazar, M.;Endurance Time Method for Seismic Analysis and Design of Structures, Scientia Iranica, 11(4), pp.361-370,2004.
[9] Estekanchi, H. E.; Vafai, A. and Riahi, H. T.; Endurance Time Method: from Ideation to Application,Proceedings of a U.S.–Iran Seismic Workshop, Irvine, California, pp.205–218, 2009.
[10] estekanchi, H. E et al; Recent advances in seismic assessment of structures by endurance time method, PEER, pp. 289-302, 2010.
[11] ASCE standard, Seismic rehabilitation of existing buildings, ASCE/SEI 41-06.
[12] Valamanesh, V.; Three-dimensional Non-linear Seismic Analysis of Buildings by Endurance Time Method, Ph.D.Thesis, Sharif University of Technology, Tehran, Iran,2010 (in Persian).
[13] Federal Emergency Management Agency, Improvement of Nonlinear Static Seismic Analysis Procedure, FEMA 440.
[14] Firouzbakht, M.; Vosoughifar, H. R. and Erfani, S.;Introduction of a High Performance Seismic Damage Index from Existing Analytical Indicators, Journal of Seismology and Earthquake Engineering, Vol. 13, Nos.1–2, pp. 23–34, 2010 (in Persian).
[15] Park, Y. J.; Reinhorn, A. M. and Kunnath, S. K.; Seismic Damage Analysis of Reinforced Concrete Buildings, Proceeding of 9th World Conference on Earthquake Engineering, Tokyo, Japon, Vol. 8, 1988.
[16] Iranian National Building Code, Part 10: Design and Construction of steel buildings, 2009 (in Persian).
[17] ETABS Nonlinear V9.7.4. Extended 3D analysis of building system, Computers and Structures Inc, CA,2011.
[18] Iranian National Building Code, Part 6: Loads in buildings, 2009 (in Persian).
[19] PERFORM-3D V4.0.3. Nonlinear analysis and performance assessment of 3D structures, Computers and Structures Inc, CA, 2007.
[20] Chopra, A.K. Dynamics of Structures, university of California, Second Edition, New Delhi, 2002.