Strength of concrete-filled steel box columns with local buckling effects

Authors

Qing Quan Liang, University of New South Wales
Brian Uy, University of WollongongFollow
J. Y. Richard Liew, National University of Singapore

RIS ID

13933

Publication Details

Uy, B., Liang, Q. & Liew, J. (2005). Strength of concrete-filled steel box columns with local buckling effects. In M. Stewart & B. Dockrill (Eds.), Proceedings - Australian Structural Engineering Conference 2005: Structural Engineering and Building into the Future (pp. 1-10). Australia: ASEC, Tour Hosts P/L.

Abstract

The key aspects and features of a nonlinear fiber element analysis method for predicting the strength and behavior of concrete-filled steel box columns with local buckling effects are discussed. The methods is quite useful in predicting the ultimate strengths and behavior of concrete slabs and can also be employed in the advanced analysis of composite frames.

Link to publisher version (URL)

Australian Structural Engineering Conference