___

• [1] ERSOY, U., ÖZCEBE, G., Betonarme, Evrim Yayınevi ve Bilgisayar San. Tic. Ltd. Şti, İstanbul, 2004. [2] CELEP, Z., KUMBASAR, N., Betonarme Yapılar, Beta Dağıtım, İstanbul, 2005. [3] ZAHN, F.A., PARK, R. and PRİESTLY, M.J.N., “Strength and Ductility of Square Reinforced Concrete Column Sections Subjected to Biaxial Bending”, Structural Journal, 86(2), 123-131, 1989. [4] AL-HADDAD, M.S., “Curvature Ductility of RC Beams Under Low and High Strain Rates”, Structural Journal, 92(5), 526-534, 1995. [5] ŞENEL, Ş.M., KAPLAN, H., “Farklı Uç Sargı Şekillerinin Perde Duvarların Moment Eğrilik Davranışı Üzerindeki Etkilerinin Doğrusal Olmayan Analizi (Kuramsal Çalışma)”, Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, 8(2), 189-194, 2002. [6] CİHANLI, E., ARSLAN, G., “Yüksek Beton Dayanımlı Sargısız Betonarme Kiriş Kesitlerinde Eğrilik Sünekliği”, Sigma Mühendislik ve Fen Bilimleri Dergisi, 27(2), 139-150, 2009. [7] KİRACI, S., ERDEM, R.T., BAĞCI, M., “Betonarme Bir Elemanda Eğrilik Sünekliğinin İncelenmesi”, Celal Bayar Üniversitesi Fen Bilimleri Dergisi, 6(2), 141-154, 2010. [8] HOUSNER, G. W., “Limit Design of Structures to Resist Earthquakes”, Proceedings of the World Conference on Earthquake Engineering, 5, 1-11, 1956. [9] UANG, C. M. and BERTERO, V. V., “Evaluation of Seismic Energy in Structures”, Earthquake Engineering and Structural Dynamics, 19(1), 77-90, 1990. [10] SUCUOĞLU, H., ERBERİK, A., “Energy Based Hysteresis and Damage Models”, Earthquake Engineering and Structural Dynamics, 33(1), 69-88, 2004. [11] PARK, H. G. and EOM, T. S., “A Simplified Method for Estimating the Amount of Energy Dissipated by Flexure Dominated Reinforced Concrete Members for Moderate Cyclic Deformations”, Earthquake Spectra, 22(3), 459-490, 2006. [13] UANG, C.M. and BERTERO, V.V., Use of Energy as a Design Criterion in Earthquake-Resistant Design, Report No: UCB/EERC-88/18, Earthquake Engineering Research Center, University of California, Berkeley, CA, 1988. [14] Akbaş, B. and Shen, J., “Earthquake Resistant Design and Energy Concepts”, Technical Journal- Digest, 865-888, 2003. [15] AKBAŞ, B., ÇETİNER, A. N., “Tek Serbestlik Dereceli Sistemlerde Enerji Parametreleri”, Kocaeli Üniversitesi Deprem Sempozyumu Bildiriler Kitabı, 637-646, Kocaeli, Türkiye, 2005. [16] PARK, Y.J. and ANG, A.H.S., “Mechanistic Seismic Damage Model for Reinforced Concrete”, Journal of Structural Engineering, 111(4), 722-739, 1985. [17] FAJFAR, P., “Equivalent Ductility Factors Taking Into Account Low-Cycle Fatigue”, Earthquake Engineering and Structural Dynamics, 21(10), 837-848, 1992. [18] VIDIC, T., Inelastic Seismic Response of SDOF Systems, Doctoral Dissertation, University of Ljubljana, Slovenia, 1993. [19] BERTERO, V.V. and TERAN-GİLMORE, A., Use of Energy Concepts in Earthquake-Resistant Analysis and Design: Issues and Future Directions, Advances in Earthquake Engineering Practice, Short Course in Structural Engineering, Architectural and Economic Issues, University of California, Berkeley, 1994. [20] MANFREDİ, G., “Evaluation of Seismic Energy Demand”, Earthquake Engineering and Structural Dynamics, 30(4), 485-499, 2001. [21] FAJFAR, P. and VİDİC, T., “Seismic Demand in Short-Period Structures”, Structural Mechanics in Reactor Technology, 2, 7-12, 1993. [22] ATC-40, Seismic Evaluation and Retrofit of Concrete Buildings,.Applied Technology Council, Redwood City, CA, 1996. [23] FEMA 356, Prestandard and Commentary for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Washington, DC, 2000. [24] PARK, H-G. and EOM, T-S., “A Simplified Method for Estimating The Amount of Energy Dissipated by Flexure-Dominated Reinforced Concrete Members for Moderate Cyclic Deformations”, Earthquake Spectra, 22(3), 459-90, 2006. [25] EOM, T.S., PARK, H.G. and KANG, S.M., “Evaluation of Energy Dissipation of Slender Reinforced Concrete Members and Its Applications”, Engineering Structures, 32(9), 2884-2893, 2010. [26] UANG, C.M. and BERTERO, V.V., “Evaluation of Seismic Energy in Structures”, Earthquake Engineering and Structural Dynamics, 19(1), 77-90, 1990. [27] FAJFAR, P. and VİDİC, T., “Consistent Inelastic Design Spectra: Hysteretic and Input Energy”, Earthquake Engineering and Structural Dynamics, 23(5), 523-537, 1994. [28] AKBAŞ, B. and SHEN, J., “Energy-Based Earthquake Resistant Design in Steel Moment Resisting Frames”, Second International Conference on Behavior of Steel Structures in Seismic Areas: STESSA 97. Kyoto, Japonya, 1997. [29] EOM, T.S., PARK, H.G. and KANG, S.M., “Energy Based Cyclic Force-Displacement Relationship for Reinforced Concrete Short Coupling Beams”, Engineering Structures, 31(9), 2020-2031, 2009. [30] DEPREM YÖNETMELİĞİ-DBYBHY, Deprem Bölgelerinde Yapılacak Binalar Hakkında Yönetmelik, Bayındırlık ve İskan Bakanlığı, Ankara, 2007. [31] MANDER, J.B., PRİESTLEY, M.J.N. and PARK, R., “Theoretical Stress-Strain Model for Confined Concrete”, Journal of Structural Division (ASCE), 114(8), 1804-1826, 1988. [32] BETONARME YAPILARIN TASARIM ve YAPIM KURALLARI, TS500, Türk Standartları Enstitüsü, Ankara, 2000. [33] XTRACT Educational 3.0.7, Imbsen Software Systems, Sacramento, 2006.