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• [1] Suharwardy M I. (1999). Static Pushover Analysis for Seismic Design. [2] Erkan M. (2005). Performans Bazlı Tasarım İtme Analizi - Temel Kavramlar ve Metot.
• [3] Hakim R. A., Alama M. S., Ashour S. A. (2014). Seismic Assessment of RC Building According to ATC 40, FEMA 356 and FEMA 440.
• [4] Nahavandi H. (2015). Pushover Analysis of Retrofitted Reinforced Concrete Buildings. [5] FEMA P440A. (2009). Effects of Strength and Stiffness Degradation on Seismic Response.
• [6] NEHRP Consultants Joint Venture. (2010). Applicability of Nonlinear Multiple Degree of Freedom Modeling for Design. [7] Korkmaz K. A., Irtem E. (2008). Evaluation of Previous And Current Performance Based Analysis Methods.
• [8] Chopra A. K., Goel R. K. (2002). Capacity-Demand-Diagram Methods For Estimating Deformation of Inelastic Systems. [9] Leslie R. (2010). The Pushover Analysis, Explained in Its Simplicity.
• [10] Demir A., Başaran H., Bağci M. (2014). A Comparative Assessment of Existing Structure By Performance Based Analyses. [11] Manjula N.K., Nagarajan P., Madhavan Pillai T. M. M. (2013). A Comparison of Basic Pushover Methods.
• [12] Prasad B. K. R., Ramaiah A. S. and Singh A. K. (2004). Capacity Spectrum For Structures Asymmetric In Plan. [13] Dey A., Bhattacharjee U., Sagar V., Utkarsh and Saha P. (2015). Pushover Analysis for Multistory Building.
• [14] Lin Y. Y., Chang K. C. and Wang Y. L. (2004). Comparison of Displacement Coefficient Method And Capacity Spectrum Method With Experimental Results Of RC Columns. [15] TBDY-2018