[1] Hurst, M. (2003). Prestressed Concrete Design (2nd Edition). London and New York: Taylor & Francis e-Library.
[2] Wei, W., Zhang, H., and Li, Z. (2012). Seismic Performances of Large-Span Prestressed Concrete Frame Structure by Shaking Table Tests. Journal of Natural Sciences, 17(3), 261–267.
[3] Lou, T., Lopes, S. M. R., and Lopes, A. V. (2013). Nonlinear and time-dependent analysis of continuous unbonded prestressed concrete beams. Computers & Structures, 119, 166–176.
[4] Kim, K. S., and Lee, D. H. (2012). Nonlinear Analysis Method for Continuous Post-Tensioned Concrete Members with Unbonded Tendons. Engineering Structures, 40, 487–500.
[5] Astawa, M. D., Tavio, and Raka, I. G. P. (2013). Ductile Structure Framework of Earthquake Resistant of Highrise Building on Exterior Beam-Column Joint with the Partial Prestressed Concrete Beam-Column Reinforced Concrete. Procedia Engineering, 54, 413–427.
[6] Kulkarni, S. S., Sureban, A. C., Chappalagaon, M., and Sharif, M. (2016). Comparative Study on Design of RCC and PSC Beams. International Journal of Advanced Research in Science, Engineering and Technology, 3(6), 69–76.
[7] Poluraju, P., and Rao, P. V. S. N. (2011). Pushover Analysis of Reinforced Concrete Frame Structure Using SAP2000. International Journal of Earth Sciences and Engineering, 4(6), 684–690.
[8] Cinitha, A., Umesha, P. k., and IYER, N. R. (2012). Nonlinear Static Analysis to Assess Seismic Performance and Vulnerability of Code-Conforming RC Buildings. WSEAS Transactions on Applied and Theoretical Mechanics, 7(1), 39–48.
[9] Vijayakumar, A., and Babu, D. L. V. (2012). Pushover Analysis of Existing Reinforced Concrete Framed Structures. European Journal of Scientific Research, 71(2), 195–202.
[10] Mouzzoun, M., Moustachi, O., Taleb, A., and Jalal, S. (2013). Seismic Performance Assessment of Reinforced Concrete Buildings Using Pushover Analysis. IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE), 5(1), 44–49.
[11] Hakim, R. A., Alama, M. S., and Ashour, S. A. (2014). Seismic Assessment of an RC Building Using Pushover Analysis. Engineering, Technology & Applied Science Research, 4(3), 631.
[12] Bansal, A., and Patidar, A. (2016). Pushover Analysis of Multistorey Buildings Having Flat Slab and Grid Slab. International Journal of Engineering Science Invention Research & Development, 2(7), 435–441.
[13] Koni, B. B., and Dyavanal, S. S. (2016). Performance Based Evaluation of Flat Slab Structures with Square Columns. International Journal of Research in Engineering and Technology, 5(7), 282–289.
[14] Boonyapinyo, V., Warnitchai, P., and Intaboot, N. (2006). Seismic Capacity Evaluation of Post-Tensioned Concrete Slab-Column Frame Buildings by Pushover Analysis. Journal of Science and Technology, 28(5), 1033–1048.
[15] Shah, B. A., Mistry, D. A., and Patodi, S. C. (2011). Seismic Evaluation of Buildings with Post-Tensioned Floors by Pushover Analysis. Journal of Structural Engineering, 38(5), 417–427.
[16] B.Hancıoglu, M.S.Kırcıl, S. D. U. (2013). Seismic Performance Evaluation of a Post-Tensioned Frame Building. In: 4th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. Istanbul, Turkey: National Technical University of Athens.
[17] Javidi, M. (2013). Seismic Performance Evaluation of Concrete Frames with Prestressed Columns. Yasouj University.
[18] Integrated Solutions for Building Prestressing by Post-Tensioning. (2012). FREYSSINET -Sustainable Technology. [Online] Available at: http://www.freyssinet.com/freyssinet/wfreyssinet_en.nsf [Accessed October 25, 2016].
[19] Schokker, A. J., Lee, S. C., and Scanlon, A. (2002). Analytical Study of The Effects of Tendon Layout on The Performance of Post-Tensioned Two-Way Slab Systems. In: 4th Structural Specialty Conference of the Canadian Society for Civil Engineering. Montréal, Québec.
[20] ACI Committee 318, and American Concrete Institute. (2014). Building Code Requirements for Structural Concrete (ACI 318M-14), an ACI Standard, and Commentary on Building Code Requirements for Structural Concrete (ACI 318RM-14), an ACI report. American Concrete Institute.
[21] Hamburger, R. O. (1997). A Framework for Performance-Based Earthquake Resistive Design. Berkeley ,California: NISEE , University of California.
[22] ATC 40, Seismic Evaluation and Retrofit of Concrete Buildings. (1996). Applied Technology Council. Redwood City, California: Applied Technology Council.
[23] FEMA 356, Prestandard and Commentary for the Seismic Rehabilitation of Buildings. (2000). Washington D.C: Federal Emergency Management Agency.
[24] FEMA 440, Improvement of Nonlinear Static Seismic Analysis Procedure. (2005). Federal Emergency Management Agency. Redwood City.
[25] ASCE/SEI 41. Evaluation and Retrofit of Existing Buildings (2013). Reston, VA: American Society of Civil Engineers.
[26] Taghinezhad, R. (2009). Seismic Design and Rehabilitation of Structures Based on the Performance Level. Tehran: Academic Books Publication.
[27] Berkeley, C. (2016). CSI Analysis Reference Manual for SAP2000, ETABS, SAFE and CSiBridge. Computers and Structures, Inc., Berkeley, California.
[28] Ghobarah, A. (2001). Performance-Based Design in Earthquake Engineering: State of Development. Engineering Structures, 23(8), 878–884.
[29] Shafiei Tehrany, R. (2008). Nonlinear Dynamic and Static Analysis of I-5 Ravenna Bridge. Master of Science Thesis in Civil Engineering, Washington State University.
[30] Tasnimi, A. A., and Massumi, A. (2006). Estimation of Response Modification Factors for RC-MRF Structures. Building and Housing Research Center. Tehran: Pub. No. G- 436.
[31] Lakshmanan, N. (2006). Seismic Evaluation and Retrofitting of Buildings and Structures. ISET Journal of Earthquake Technology, 43(1), 31–48.
[32] Dy, A. F., and Oreta, A. W. (2015). Seismic Vulnerability Assessment of Setback Buildings Using Pushover Analysis. In: Proceedings of the Tenth Pacific Conference on Earthquake Engineering Building an Earthquake-Resilient Pacific. Sydney, Australia.
[33] Mander, J. B., Priestley, M. J. N., and Park, R. (1988). Theoretical Stress-Strain Model for Confined Concrete. Journal of structural engineering, 114(8), 1804–1826.
[34] Sharma, A., Reddy, G. R., Vaze, K. K., and Eligehausen, R. (2013). Pushover Experiment and Analysis of a Full Scale Non-Seismically Detailed RC Structure. Engineering Structures, 46, 218–233.