[1] کرمی محمدی، ر.، شرقی، ا.، (1393)، طراحی لرزهای قابهای خمشی بر اساس الگوهای بار جانبی گوناگون و مقایسه آنها با طرح بهینه، مجله علمی پژوهشی عمران مدرس، دوره چهاردهم، شماره 1 ، صفحات 73 تا 84 ، بهار1393.
[2] International Council of Building Officials, Uniform building code UBC, Structural engineering design provision, 1997
[3] Chopra, A., Dynamic of structures: Theory and application to earthquake, 2nd edition, Prentice Hall Inc., London, 2001.
[4] Lee, S.S., and Goel, S.C., Performance based seismic design of structure using target drift and yield mechanism, US-Japan seminar on Advanced stability and seismicity concept for performance based design of steel and composite structure, Kyoto, Japan, 2001.
[5] Karami Mohamadi, R., EI-Naggar, M.H., and Moghadam, H., Optimum Strength distribution seismic resistance shear-building, International jornal of solid and structure, 41,p 6597-6612, 2004.
[6] Moghadam, H., and Hajirasoliha, I., Toward more rational criteria for determination of design earthquake force, International journal of solid and structure, 43, p 2631-2645, 2006
[7] Chao, Sh., Goel, S.C.,and Lee, S.S., A Seismic Design Lateral Force Distribution Based on Inelastic State of Structures. Earthquake Spectra: August 2007, Vol. 23, No. 3, pp. 547-569, 2007.
[8] Deguchi, Y., Kawashima, T., Yamanari, M., and Ogawa, K., Seismic design load distribution in steel frames, 14th World Conference on earthquake engineering, Beijing , China, 2008.
[9] Hajirasouliha, I. and Moghaddam, H., A new lateral force distribution for seismic design of structures, J. Structural Eng., 135 (8), 906-915.
[10] Hajirasouliha, I., Pilakoutas, K., General seismic load distribution for optimum performance-based design of shear-buildings, Journal of Earthquake Engineering, 16(4), 443-462, 2012.
[11] Moghaddam, H., Hosseini Gelekolai, S.M., Hajrasouliha, I., Tajalli, F., Evaluation of Various Proposed Lateral Load Patterns for Seismic Design of Steel Moment Resisting Frames, The 15th World Conference on Earthquake Engineering, Lisbon, Portugal, 2012.
[12] Kim S.E.., Lee. D.H., Cuong N.H., Shaking table tests of a two-story unbraced steel frame, journal of constructional steel Research, 63, p412-421, 2007.
[13] Karami Mohamadi, R., Optimum distribution of dynamic characteristics within the structure to reduce seismic damage, PH.D. dissertation, Civil Engineering department, Sharif University of Technology, 2001.
[14] American Institute of Steel Construction (AISC), ANSI/AISC 360-10, Specification for structural steel buildings, Chicago, 2010.
[15] معاونت برنامهریزی و نظارت راهبردی رئیسجمهور، دستورالعمل بهسازی لرزهای ساختمانهای موجود، نشریه 360، 1392.
[16] مرکز تحقیقات ساختمان و مسکن، طراحی ساختمانها در برابر زلزله، ویرایش چهارم (استاندارد 2800)، 1393.
[17] مرکز تحقیقات ساختمان و مسکن، طراحی ساختمانها در برابر زلزله، ویرایش سوم (استاندارد 2800)، 1384.
[18] Computers and Structures Inc., CSI Analysis Reference Manual for SAP2000, ETABS, SAFEand CSiBridge, 2013.
[19] SIMULIA, Abaqus analysis user’s manual, Version 6.11., USA, 2011.