Behavior of high-strength circular concrete-filled steel tubular (CFST) column under eccentric loading

By Seonghui Lee, Brian Uy, Sun-Hee Kim, Y. Choi, Sung-Mo Choi. 2011

181 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/cdbc267019efc1f1b63d8a06fcfcfef8b16ba2b8

How researchers see this paper

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

1. P. Gu
2. Shiming Chen
3. Rui Zhang
4. Jun-Yan Wang
5. Liang-jiu Jia

Citations in the corpus

• Structural behavior of UHPC filled steel tube columns under axial loading (2018, background): “This is unfavorable to the load transfer between the steel tube and the core concrete, which weakens the composite effect of the cross section, resulting in a sharp drop in axial load after the peak strength [15,16].”