[1] Freeman, SA., Nicoletti, JP., Tyrell JV. (1975). Evaluation of existing buildings for seismic risk class study of Puget Sound Naval Shipyard. In: Proceedings of first US national conference on earthquake engineering. Washington: Bremerton; p. 113-22.
[2] Applied Technology Council. (1996). Seismic evaluation and retrofit of concrete buildings. Report ATC-40. Redwood City (CA).
[3] Federal Emergence Management Agency. (2005). Improvement of nonlinear static seismic analysis procedure. Report FEMA-440. Washington (DC).
[4] Fajfar P. (1999). Capacity spectrum method based on inelastic demand spectra, Earthq Eng Struct Dyn; 28(9):979-93.
[5] Eurocode 8 (EC8). (2004). Design of Structures for Earthquake Resistance, Part 1: General Rules, Seismic Actions and Rules for Buildings, European Standard EN 1998-1, Stage 51 Draft, European Committee for Standardization (CEN), Brussels.
[6] Chopra, AK., Goel, RK. (1999). Capacity-demand-diagram methods for estimating seismic deformation of inelastic structures: SDF systems. Report no. PEER-1999/02. Berkeley (CA): Pacific Earthquake Engineering Research Center. University of California.
[7] Chopra, AK., Goel, RK. (1999). Capacity-demand-diagram methods based on inelastic design spectrum, Earthq Spectra; 15(4):637-56.
[8] Gencturk, B., Elnashai, AS. (2008). Development and application of an advanced capacity spectrum method, Eng Struct; 30(11):3345-54.
[9] American Society of Civil Engineers, ASCE/SEI 41 (2013); Seismic evaluation and retrofit of existing buildings, Reston, VA.
[10] Krawinkler, H., Seneviratna, GDPK. (1998). Pros and cons of a pushover analysis of seismic performance evaluation, Eng Struct; 20(4-6):452-64.
[11] Kunnath, SK., Kalkan, E. (2004). Evaluation of seismic deformation demands using nonlinear procedures in multistory steel and concrete moment frames, ISET J. Earthquake Technol., 41(1), 159–182.
[12] Newmark, NM., Hall, WJ. (1982). Earthquake Spectra and Design, EERI Monograph Series, Earthquake Engineering Research Institute, Oakland, CA.
[13] AISC (American Institute of Steel Construction). (2010). Specification for Structural Steel Buildings, AISC 360-10, Chicago, IL.
[14] AISC (American Institute of Steel Construction), (2010). Seismic Provisions for Structural Steel Buildings, AISC 341-10, Chicago, IL.
[15] American Society of Civil Engineers, ASCE/SEI 7 (2010); Minimum design loads for buildings and other structures, Reston, VA.
[16] CSI. Extended three dimensional analysis of building systems. ETABS. Version 9.7.4 ed. (2015). Berkeley, CA: Computers and Structures, Inc.
[17] Karavasilis, TL., Bazeos, N., Beskos, DE. (2006). Maximum Displacement Profiles for the Performance-Based Seismic Design of Plane Steel Moment Resisting Frames. Engineering Structures, 28(1): 9–22.
[18] SAC Joint Venture. Develop suites of time histories, (1997). Project Task: 5.4.1, Draft Report, March 21, Sacramento, CA, USA.
[19] FEMA. (2009). Quantification of building seismic performance factors. FEMA P695. Washington, D.C.: Department of Homeland Security.
[20] PEER. Open system for earthquake engineering simulation: opensees. (2016). Berkeley: Pacific Earthquake Engineering Research Center (PEER). University of California; 〈http://opensees.berkeley.edu〉.
[21] Bosco, M., Marino, EM., Rossi, PP. ( 2015). Modelling of steel link beams of short, intermediate or long length, Engineering Structures; 84: 406–418.
[22] Saffari, H., Damroodi, M., Fakhraddini, A. (2017). Assessment of seismic performance of eccentrically braced frame with vertical members, Asian journal of civil engineering; 18(2): 255-269.
[23] Fakhraddini, A., Saffari, H., Fadaee, MJ. (2017). Peak displacement patterns for the performance-based seismic design of steel eccentrically braced frames, Earthquake Engineering & Engineering Vibration (accepted).
[24] Bazzaz M., Andalib Z., Kheyroddin A. and Kafi M.A. (2015a). Numerical Comparison of the Seismic Performance of Steel Rings in Off-centre Bracing System and Diagonal Bracing System, Journal of Steel and Composite Structures, Vol. 19, No. 4, 917-937.
[25] Bazzaz M., Andalib Z., Kafi M.A. and Kheyroddin A. (2015b). Evaluating the Performance of OBS-C-O in Steel Frames under Monotonic Load, Journal of Earthquakes and Structures, Vol. 8 No.3, 697-710.
[26] Andalib Z., Kafi M.A., Kheyroddin A. and Bazzaz M. (2014). Experimental Investigation of the Ductility and Performance of Steel Rings Constructed from Plates, Journal of Constructional steel research, Vol. 103, 77-88.
[27] Bazzaz M., Kheyroddin A., Kafi M.A., Andalib Z. and Esmaeili H. (2014). Seismic Performance of Off-centre Braced Frame with Circular Element in Optimum Place, International Journal of Steel Structures, Vol 14, No 2, 293-304.
[28] Bazzaz M., Kheyroddin A., Kafi M.A. and Andalib Z. (2012). Evaluation of the Seismic Performance of Off-Centre Bracing System with Ductile Element in Steel Frames, Journal of Steel and Composite Structures, Vol 12, No 5, 445-464.
[29] IBM Corp. Released, IBM SPSS Statistics for Windows, (2013), Version 22.0. Armonk, NY: IBM Corp.
[30] Speicher, SM., Harris, III JL. (2016). Collapse prevention seismic performance assessment of new eccentrically braced frames using ASCE 41, Eng. Struct, 117, 344–357.
[31] Bazzaz M., Kafi M., Andalib Z. and Esmaeili H. (2011). Seismic Behavior of Off-centre Bracing Frame, 6th National Congress on Civil Engineering, Semnan, Iran, 26-27 Apr, in Persian.
[32] Andalib Z., Kafi M., Kheyroddin A. and Bazzaz M. (2011). Investigation on the Ductility and Absorption of Energy of Steel Ring in Concentric Braces, 2nd Conference on Steel & Structures, Tehran, Iran, December, in Persian.
[33] Andalib Z., Kafi M. A., and Bazzaz M. (2010). Using Hyper Elastic Material for Increasing Ductility of Bracing, 1st Conference of Steel & Structures and 2nd Conference on Application of High-Strength Steels in Structural Industry, Tehran, Iran, December, in Persian.
[34] Somerville, P., Smith, N., Punyamurthula, S., Sun, J. (1997). Development of ground motion time histories for phase 2 of the FEMA/SAC steel project. Report No. SAC/BD-97/04. Sacramento (California): SAC Joint Venture.