Behaviour of externally confined high-strength concrete columns under eccentric loading
By J. Li, M. Hadi. 2003
161 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/24d16aed210c15c43bbfabeb778ceed29a03ba4d
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Axial and Flexural Performance of Square RC Columns Wrapped with CFRP under Eccentric Loading (2012, background): “The use of HSC instead of normal-strength concrete (NSC) would reduce significantly member size and material consumption.”