[1] Arslan G. (2005), “Tersinir Yükler Altında Betonarme Çubukların Kesme Mukavemeti”,
Doktora Tezi, YTÜ Fen Bilimleri Enstitüsü, İstanbul.
[2] Polat Z., Köksal H.O. ve Arslan G. (2007), “Tersinir Yükler Altında Betonarme
Çubukların Kesme Mukavemeti”, 24-05-01-02’nolu Proje, YTÜ BAP Koord.
[3] Yong Y.K., Nour M.G. ve Nawy E.G. (1988) ‘‘Behavior of Laterally Confined HighStrength Concrete under Axial Loads’’, J.Struct. Engrg., ASCE, 114(2), 332–351.
[4] Razvi, S. (1995), ‘‘Confinement of Normal and High-strength Concrete columns,’’ PhD
Thesis, University of Ottawa, Ottawa, ON, Canada, 416.
[5] Li, B. (1994), ‘‘Strength and Ductility of Reinforced Concrete Members and Frames
Constructed Using High Strength Concrete.’’ Res. Rep. No. 94-5, University of
Canterbury, Christchurch, New Zealand, 389.
[6] Razvi, S. ve Saatçioğlu M. (1999), ‘‘Confinement Model for High-Strength Concrete", J.
Struct. Engrg., ASCE, 125(3), 281–289.
[7] Ersoy U. ve Özcebe G. (2001), “Betonarme”, Evrim Yayınevi.
[8] Ersoy, U. ve Özcebe, G. (1998), “Sarılmış Betonarme Kesitlerde Moment-Eğrilik ilişkisi
Analitik Bir irdeleme”, Teknik Dergi, Cilt 9, Sayı 4, 1799–1827.
[9] ‘‘Deprem Bölgelerinde Yapılacak Binalar Hakkında Yönetmelik", Bayındırlık ve İskân
Bakanlığı, Afet İşleri Genel Müdürlüğü, 2007, Ankara.
[10] Ahmad S. H. ve Barker R. (1991), “Flexural Behavior of Reinforced High-Strength
Lightweight Concrete Beams”, ACI Struct. J., 88(1), 69-77.
[11] Rashid M.A. and Mansur M.A. (2005), “Reinforced High-Strength Concrete Beams in
Flexure”, ACI Struct. J., 102(3), 462–471.
[12] Ho J.C.M., Kwan A.K.H. ve Pam H.J. (2004), ‘‘Minimum Flexural Ductility Design of High Strength Concrete Beams" , Mag. Concrete Res., 56(1), 13-22.
[13] ACI Committee 318 (2002), “Building Code Requirements for Structural Concrete (ACI
318-02) and Commentary (318R-02),” American Concrete Institute, Farmington Hills,
Mich., 443pp.
[14] British Standards Institution (1997), Part 1: Structural Use of Concrete: Code of Practice
for Design and Construction, BSI, London, BS 8110.
[15] Park, R. ve Paulay, T. (1975), Reinforced Concrete Structures, Department of Civil
Engineering, University of Canterbury, Christchurch, New Zealand.
[16] Ko M.-Y., Kim S.-W. Ve Kim J.-K. (2001), “Experimental Study on the Plastic Rotation
Capacity of Reinforced High Strength Concrete Beams”, Materials and Structures, 34,
302-311.
[17] Nilson A.H. (1997), “Desing of Concrete Structures”, McGraw-Hill İnt. Ed.,12th Ed.
[18] Cihanlı E. (2009), “Yüksek Mukavemetli Beton Kirişlerin Eğilme Davranışı", YL Tezi,
YTÜ Fen Bilimleri Enstitüsü, İstanbul.
[19] European Committee for Standardisation. Design of Concrete Structures – Part 1:General
Rules and Rules for Buildings, European Committee for Standardisation, Brussels, 1992,
EC 2.
[20] Yalcin C. ve Saatcioglu M. (2000), “Inelastic analysis of reinforced concrete columns”,
Computers and Structures 77, 539–555.
[21] Aydemir C., (2004), “Simetrik Donatılı Dikdörtgen Kesitli Betonarme Kolonların
Pekleşmeli Eğilme Momenti Kapasitelerinin Belirlenmesi", YL Tezi, YTÜ Fen Bilimleri
Enstitüsü, İstanbul.
[22] Bertero, V.V., Popov, E.P. ve Ma S.-Y.M. (1976), ‘‘Experimental and Analitical Study on
the Hysteretic Behavior of Reinforced Concrete Rectangular and T-Beams", Report No.
EERC 76-2, University of California, Berkeley, California.
[23] Ashour S.A. (2000) “Effect of Compressive Strength and Tensile Reinforcement Ratio on
Flexural Behavior of High-Strength Concrete Beams, ” Eng. Struct., 22(5), 413-423.
[24] “Betonarme Yapıların Hesap ve Yapım Kuralları, TS500”, TSE, 2000, Ankara.
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