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Betonarme Kesitlerin Eğilme Rijitliği

Year 2015, Volume: 26 Issue: 4, 7265 - 7278, 01.10.2015

Abstract

Deprem Bölgelerinde Yapılacak Binalar Hakkında
Yönetmelik Bölüm 7 de tanımlanan çatlamış kesit eğilme rijitliği ve performansa
dayalı çözüm için yapılacak  itme
analizinin başlangıcında kullanılacak rijitlik değeri, betonarme kesitlerin
göçme öncesi rijitliğinin olabildiğince gerçeğe yakın belirlenebilmesi konusuna
önem kazandırmıştır. Bu çalışmada betonarme kesitlerin değişik gerilme
evrelerindeki davranışları gözönüne alınarak, kesit rijitliğini etkileyen
özellikler yeniden incelenmiş, bulunan rijitliklerle elde edilen
yerdeğiştirmelerin deneysel verilerle karşılaştırılması yapılmış, elde edilen
sonuçlara dayanan bazı önerilerde bulunulmuştur.

References

  • [1] ASCE 41 (2007). Seismic Rehabilitation of Existing Buildings, American Society of Civil Engineers, Reston, VA, USA.
  • [2] Berry, M.P., Eberhard, M.O., Performance Modeling Strategies for Modern Reinforced Concrete Bridge Column, Pacific Earthquake Engineering Research Center, Peer 2007/7, Berkeley, CA.
  • [3] Elwood, K., Eberhard, M.O., Effective Stiffness of Reinforced Concrete Columns, Pacific Earthquake Engineering Research Center, Research Digest No.2006-1, Berkeley, CA.
  • [4] Tran, C.T.N., Li, B., Initial Stiffness of Cocrete Columns with Moderate Aspect Ratios, Advences in Structural Engineering, 15(2) 265-276, 2012
  • [5] Canbay, R., Özcebe, G., Ersoy, U., High Strength Concrete Columns under Eccentric Load, Journal of Structural Engineering, ASCE July 2006, 1052-1060.
  • [6] Shanfigh, P., Hassanpour M., Razavi, S.V., Kobrael, An Investigation of the Flexural Behaviour of Reinforced Lightweight Concrete Beams, Int. J. Of Physical Sciences v. 6(10), 2414-2421, May 2011.
  • [7] Vecchio, F.J., Balopoulou, S., On the Nonlinear Behaviour of Reinforced Concrete Frames, Canad. J. Civil Eng., v. 17,698-704, 1990.
  • [8] Vecchio, F.J., Shim, W., Experimental and Analytical Reexamination of Classic Concrete Beam Tests, Journal of Structural Engineering, ASCE March 2004, 460-469.
  • [9] Güner, S., Performance Assesment of Shear Critical Reinforced Concrete Plane Frames, Ph.D. Thesis, Graduate Department of Civil Engineering, University of Toronto, 2008.
  • [10] Ashour, S.A., Effect of Compressive Strength and Tensile Reinforcement Ratio on Flexural Behavior of High Strength Concrete Beams, Engineering Structures 22, 413-423, 2000.

Bending stiffness of reinforced concrete sections

Year 2015, Volume: 26 Issue: 4, 7265 - 7278, 01.10.2015

Abstract

Bending stiffness of
cracked reinforced concrete sections defined by Turkish Earthquake Code Section
7 and bending stiffness to be used at the beginnig of push-over analysis,
increased the importance of a realistic determination of bending stiffness before
collapse.  In this study for considering
behaviour of reinforced concrete sections under various stress phases, the
factors effecting rigidity are revisited. Deflections obtained by using these
bending rigidities compared with the published results obtained in various
laboratory tests. Some proposals are made depending on the resuls of this work.

References

  • [1] ASCE 41 (2007). Seismic Rehabilitation of Existing Buildings, American Society of Civil Engineers, Reston, VA, USA.
  • [2] Berry, M.P., Eberhard, M.O., Performance Modeling Strategies for Modern Reinforced Concrete Bridge Column, Pacific Earthquake Engineering Research Center, Peer 2007/7, Berkeley, CA.
  • [3] Elwood, K., Eberhard, M.O., Effective Stiffness of Reinforced Concrete Columns, Pacific Earthquake Engineering Research Center, Research Digest No.2006-1, Berkeley, CA.
  • [4] Tran, C.T.N., Li, B., Initial Stiffness of Cocrete Columns with Moderate Aspect Ratios, Advences in Structural Engineering, 15(2) 265-276, 2012
  • [5] Canbay, R., Özcebe, G., Ersoy, U., High Strength Concrete Columns under Eccentric Load, Journal of Structural Engineering, ASCE July 2006, 1052-1060.
  • [6] Shanfigh, P., Hassanpour M., Razavi, S.V., Kobrael, An Investigation of the Flexural Behaviour of Reinforced Lightweight Concrete Beams, Int. J. Of Physical Sciences v. 6(10), 2414-2421, May 2011.
  • [7] Vecchio, F.J., Balopoulou, S., On the Nonlinear Behaviour of Reinforced Concrete Frames, Canad. J. Civil Eng., v. 17,698-704, 1990.
  • [8] Vecchio, F.J., Shim, W., Experimental and Analytical Reexamination of Classic Concrete Beam Tests, Journal of Structural Engineering, ASCE March 2004, 460-469.
  • [9] Güner, S., Performance Assesment of Shear Critical Reinforced Concrete Plane Frames, Ph.D. Thesis, Graduate Department of Civil Engineering, University of Toronto, 2008.
  • [10] Ashour, S.A., Effect of Compressive Strength and Tensile Reinforcement Ratio on Flexural Behavior of High Strength Concrete Beams, Engineering Structures 22, 413-423, 2000.
There are 10 citations in total.

Details

Journal Section Articles
Authors

Nahit Kumbasar

Publication Date October 1, 2015
Submission Date March 20, 2017
Published in Issue Year 2015 Volume: 26 Issue: 4

Cite

APA Kumbasar, N. (2015). Betonarme Kesitlerin Eğilme Rijitliği. Teknik Dergi, 26(4), 7265-7278.
AMA Kumbasar N. Betonarme Kesitlerin Eğilme Rijitliği. Teknik Dergi. October 2015;26(4):7265-7278.
Chicago Kumbasar, Nahit. “Betonarme Kesitlerin Eğilme Rijitliği”. Teknik Dergi 26, no. 4 (October 2015): 7265-78.
EndNote Kumbasar N (October 1, 2015) Betonarme Kesitlerin Eğilme Rijitliği. Teknik Dergi 26 4 7265–7278.
IEEE N. Kumbasar, “Betonarme Kesitlerin Eğilme Rijitliği”, Teknik Dergi, vol. 26, no. 4, pp. 7265–7278, 2015.
ISNAD Kumbasar, Nahit. “Betonarme Kesitlerin Eğilme Rijitliği”. Teknik Dergi 26/4 (October 2015), 7265-7278.
JAMA Kumbasar N. Betonarme Kesitlerin Eğilme Rijitliği. Teknik Dergi. 2015;26:7265–7278.
MLA Kumbasar, Nahit. “Betonarme Kesitlerin Eğilme Rijitliği”. Teknik Dergi, vol. 26, no. 4, 2015, pp. 7265-78.
Vancouver Kumbasar N. Betonarme Kesitlerin Eğilme Rijitliği. Teknik Dergi. 2015;26(4):7265-78.