An Investigation of the Concrete Contribution to Shear Strength of RC Columns Failing in Flexure-Reference-Cited by-同舟云学术

An Investigation of the Concrete Contribution to Shear Strength of RC Columns Failing in Flexure

Published:2016-04 Issue:3 Volume:14 Page:151-160
ISSN:1735-0522
Container-title:International Journal of Civil Engineering
language:en
Short-container-title:Int. J. Civ. Eng.

Author:

Arslan Guray,Borekci Muzaffer,Balci Muzaffer,Hacisalihoglu Melih

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s40999-016-0005-6.pdf

Reference41 articles.

1. Wight JK, Sozen MA (1973) Shear strength decay in reinforced concrete columns subjected to large deflection reversals. Structural Research Series No. 403, University of Illinois, Urbana

2. Aschheim M, Moehle JP (1992) Shear strength and deformability of RC bridge columns subjected to inelastic displacements, UCB/EERC 92/04. University of California, Berkeley

3. Watanabe F, Ichinose T (1992) Strength and ductility of RC members subjected to combined bending and shear. Concrete shear in earthquake. Elsevier Applied Science, New York, pp 429–438

4. Priestley MJN, Verma R, Xiao Y (1994) Seismic shear strength of reinforced concrete columns. J Struct Eng 120(8):2310–2329

5. Pérez BM, Pantazopoulou SJ (1998) Mechanics of concrete participation in cyclic shear resistance of RC. J Struct Eng 124(6):633–641

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