Behaviour of over-reinforced high-strength concrete beams confined with post-tensioned steel straps - an experimental investigation
Author:
Affiliation:
1. Faculty of Civil Engineering; Universiti Teknologi Malaysia; 81310 Skudai Johor Malaysia
2. Dept. of Civil & Structural Engineering, Sir Frederick Mappin Building; The University of Sheffield; S1 3JD Sheffield Mappin Street UK
Publisher
Wiley
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Reference15 articles.
1. Steel strap confined high strength concrete under uniaxial cyclic compression;Lee;Construction and Building Materials,2014
2. Full-scale shaking table tests on a substandard RC building repaired and strengthened with Post-Tensioned Metal Straps;Garcia;Journal of Earthquake Engineering,2014
3. Experimental tests on SSTT-confined HSC columns;Ma;Magazine of Concrete Research,2014
4. The effect of confinement shapes on over-reinforced HSC beams;Jeffry;Proceedings of World Academy of Science, Engineering and Technology,2008
5. ACI Committee 318: Building code requirements for reinforced concrete American Concrete Institute Farmington Hills, MI 2011
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