[1] H. Krawinkler and G. Seneviratna, "Pros and cons of a pushover analysis of seismic performance evaluation," Engineering structures, vol. 20, pp. 452-464, 1998.## [2] A. Mwafy and A. S. Elnashai, "Static pushover versus dynamic collapse analysis of RC buildings," Engineering structures, vol. 23, pp. 407-424, 2001.## [3] A. S. Elnashai and L. Di Sarno, Fundamentals of earthquake engineering: Wiley, 2008.## [4] P. Fajfar, "Capacity spectrum method based on inelastic demand spectra," Earthquake engineering andstructural dynamics, vol. 28, pp. 979-994, 1999.## [5] A. T. Council, "Seismic evaluation and retrofit of concrete buildings," Report No. SSC 96-01: ATC-40, 1, 1996.## [6] B. S. S. Council, "Prestandard and commentary for the seismic rehabilitation of buildings," Report FEMA-356, Washington, DC, 2000.## [7] C. EN, 1, Eurocode 8: "Design provisions for earthquake resistance of structures, Part 1: General rules, seismic actions and rules for buildings," Brussels: European Committee for Standardization, 2004.## [8] S. E. Institute, Minimum design loads for buildings and other structures vol. 7: Amer Society of Civil Engineers, 2006.## [9] A. FEMA, "440, Improvement of nonlinear static seismic analysis procedures," ed: Federal Emergency Management Agency, Washington DC, 2005.## [10] K. Shakeri, M. A. Shayanfar, and T. Kabeyasawa, "A story shear-based adaptive pushover procedure for estimating seismic demands of buildings," Engineering structures, vol. 32, pp. 174-183, 2010.## [11] D. Pietra, "Evaluation of pushover procedures for the seismic design of buildings," Master Degree in EARTHQUAKE ENGINEERING, European School for Advanced Studies in Reduction of Seismic Risk, M.Sc Thesis, European School for Advances Studies in Reduction of Seismic Risk (ROSE School), Universityof Pavia, Italy, 2008.## [12] A. K. Chopra, Dynamics of structures: Theory and applications to earthquake engineering vol. 2: Prentice Hall Saddle River^ eNY NY, 2001.## [13] A. K. Chopra and R. Goel, "Modal pushover analysis of SAC buildings," in ProceedingsSEAOC Convention, San Diego, California, 2001.## [14] S. Antoniou and R. Pinho, "Advantages and limitations of adaptive and non-adaptive force-based pushover procedures," Journal of Earthquake Engineering, vol. 8, pp. 497-522, 2004.## [15] S. K. Kunnath, "Identification of modal combinations for nonlinear static analysis of building structures," Computer‐Aided Civil and Infrastructure Engineering, vol. 19, pp. 246-259, 2004.## [16] A. Mwafy and S. Elnashai, "Static Pushover verse dynamic-to-collapse analysis of RC buildings," Engineering Seismology and Earthquake Engineering Section, Imperial College of Science, Technology and Medicine Report No. 00/1, 2000.## [17] B. Gupta and S. K. Kunnath, "Adaptive spectra-based pushover procedure for seismic evaluation ofstructures," Earthquake spectra, vol. 16, pp. 367-391, 2000.## [18] R. K. Goel and A. K. Chopra, "Evaluation of modal and FEMA pushover analyses: SAC buildings," Earthquake spectra, vol. 20, p. 225, 2004.## [19] S. Antoniou and R. Pinho, "Development and verification of a displacement-based adaptive pushover procedure," Journal of Earthquake Engineering, vol. 8, pp. 643-661, 2004.## [20] J. M. Bracci, S. K. Kunnath, and A. M. Reinhorn, "Seismic performance and retrofit evaluation of reinforced concrete structures," Journal of Structural Engineering, vol. 123, pp. 3-10, 1997.## [21] A. Reinhorn, "Inelastic analysis techniques in seismic evaluations, in seismic design methodologies for the next generation of codes," Krawinkler and Fajfar (editors), Balkema, pp. 277-287, 1997.## [22] M. López-Menjivar, "Verification of a displacement-based Adaptive Pushover method for assessment of 2-D Reinforced Concrete Buildings," PhD Thesis, European School for Advances Studies in Reduction of Seismic Risk (ROSE School), University of Pavia, Italy, 2004.## [23] A. ANSI, "AISC 341-05 (2005).apos;apos;Seismic provisions for structural steel buildings.apos;apos;American Institute of Steel Construction," Inc.: Chicago, IL.## [24] N. C. J. Venture, "Evaluation of the FEMA P-695 Methodology for Quantification of Building Seismic Performance Factors," ed: National Institute of Standards and Technology, 2010.## [25] P. Uriz, Toward earthquake-resistant design of concentrically braced steel-frame structures: Pacific Earthquake Engineering Research Center, 2008.## [26] S. Mazzoni, F. McKenna, M. H. Scott, and G. L. Fenves, "OpenSees command language manual,"Pacific Earthquake Engineering Research (PEER) Center, 2005.## [27] M. Menegotto, Pinto, PE,(1973),"Method of Analysis for Cyclically Loaded Reinforced Concrete Plane Frames Including Changes in Geometry and Non-elastic Behavior of Elements Under Combined Normal Force and Bending," 1973.## [28] P. FEMA, "695. Quantification of Building Seismic Performance Factors," Federal Emergency Management Agency: WashingtonDC, 2009.## [29] M.A. Shayanfar, R. Zare Bidoki, B. Farhadi, S.M.A. Shahabi, "695. Assessment of Advanced Nonlinear Static Procedures for Seismic Evaluation of Braced Steel Structures," 3rd International Structural Specialty Conference: Edmonton, Alberta June 6-9, 2012 / 6 au 9 juin 2012.##
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