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

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conference contribution
posted on 2024-11-16, 13:19 authored by Qing Quan Liang, Brian Uy, J Y Richard Liew
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.

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Citation

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.

Parent title

Australian Structural Engineering Conference

Pagination

1-10

Language

English

RIS ID

13933

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    Keywords

    StrengthConcreteFilledSteelBoxColumnsLocalBucklingEffects

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