Slenderness Effects on Circular CFRP Confined Reinforced Concrete Columns

By J. Fitzwilliam, L. Bisby. 2010

138 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/a64e43130a4f729f73859c0af91e538aca090535

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. Zhenyu Wang
2. Scott T. Smith
3. D. Lu
4. Daiyu Wang
5. Jin-Guang Teng
6. T. Abdelouahed
7. Jian fei Chen

In Civil and Structural Engineering

1. Zhenyu Wang
2. Scott T. Smith
3. D. Lu
4. Daiyu Wang
5. Jin-Guang Teng
6. T. Abdelouahed
7. Jian fei Chen

Citations in the corpus

• CFRP-Confined Square RC Columns. I: Experimental Investigation (2012, background): “A ratio of 3 was purposely chosen to ensure ends effects would not disturb the central highly instrumented region of the columns and also to ensure no strength reduction attributed to slenderness effects (Fitzwilliam and Bisby 2010; Thériault et al. 2004).”