Compressive behavior of aramid FRP–HSC–steel double-skin tubular columns

By B. A. L. Fanggi, Togay Ozbakkaloglu. 2013

136 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/9127ae90a2a54fe0a1c2b0db645d1f0a9f58e362

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. T. Xie
2. Togay Ozbakkaloglu
3. J. Lim
4. T. Vincent
5. B. A. L. Fanggi

In Civil and Structural Engineering

1. T. Xie
2. Togay Ozbakkaloglu
3. J. Lim
4. T. Vincent
5. B. A. L. Fanggi

Citations in the corpus

• Behavior of steel fiber-reinforced high-strength concrete-filled FRP tube columns under axial compression (2015, background): “, [19–27]), which have been complemented by a comprehensive experimental program that has been underway at the University of Adelaide on the behavior of FRP–HSC composite columns [28–38].”