Performance Comparison of Circular and Square RC Columns under Monotonic Loading Conditions
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/article/10.1007/s12205-018-0621-6/fulltext.html
Reference16 articles.
1. Barrera, A. C., Bonet, J. L., Romero, M. L., and Fernández, M. A. (2012). “Ductility of slender reinforced concrete columns under monotonic flexure and constant axial loa.” Engineering Structures, Elsevier, Vol. 40, pp. 398–412, DOI: 10.1016/j.engstruct.2012.03.012.
2. Cosenza, E., Galasso, C., and Maddaloni, G. (2011). “A simplified method for flexural capacity assessment of circular RC crosssections.” Engineering Structures, Elsevier, Vol. 33, No. 3, pp. 942–946, DOI: 10.1016/j.engstruct.2010.12.015.
3. Japan Society of Civil Engineers (2007). Standard Specifications for Concrete Structures, Design, JSCE, Tokyo, pp. 148–176.
4. Jensen, U. G., Hoang, L. C., Joergensen, H. B., and Fabrin, L. S. (2010). “Shear strength of heavily reinforced concrete members with circular cross section.” Engineering Structures, Elsevier, Vol. 32, No. 3, pp. 617–626, DOI: 10.1016/j.engstruct.2009.11.008.
5. Li, Q. and Belarbi, A. (2013). “Damage assessment of square RC bridge columns subjected to torsion combined with axial compression, flexure, and shear.” KSCE Journal of Civil Engineering, KSCE, Vol. 17, No. 3, pp. 530–539, DOI: 10.1007/s12205-013-0600-x.
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