Evaluation on the static and seismic performance of steel reinforced concrete composite columns with high strength materials

Lai, Bing-Lin; Bao, Rui-Long; Zhang, Ming-Yang; Wang, Yong-Hui; Liew, J.Y. Richard

doi:10.1016/j.jobe.2023.107886

Journal of Building Engineering

2023

DOI: 10.1016/j.jobe.2023.107886

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Evaluation on the static and seismic performance of steel reinforced concrete composite columns with high strength materials

Bing-Lin Lai,

Rui-Long Bao,

Ming-Yang Zhang

et al.

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Cited by 2 publications

References 40 publications

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Axial compressive behavior of circular stainless steel tube confined UHPC stub columns under monotonic and cyclic loading

Lai,

Li,

Becque

et al. 2025

Thin-Walled Structures

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Axial compressive behavior of circular stainless steel tube confined UHPC stub columns under monotonic and cyclic loading

Lai,

Li,

Becque

et al. 2025

Thin-Walled Structures

View full text Add to dashboard Cite

The Seismic Behavior of Rectangular Concrete-Encased Steel Bridge Piers: A Review

Moradian,

Hassan

2024

Applied Sciences

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This paper proposes a review of the previous research work and the representative publications regarding the seismic behavior of the concrete-encased steel (CES) columns. Concrete-encased steel sections are composed of steel sections encased in reinforced concrete members. The research work recently showed increased attention to this type of column due to its advantages compared to conventional reinforced concrete columns. Firstly, the analytical studies of the behavior of the CES columns under axial loads, including comparative studies between different research works, are presented. Then, the behavior of the CES columns under combined axial and flexural loads is also highlighted. An overview of the analytical confinement material models is addressed. In addition, the discussion and summary of the seismic behavior of the CES columns and the important parameters affecting the seismic behavior of these types of columns are included. Although important progress has been made by the previous studies in the CES columns under the axial load and the combination of axial and seismic loads, they fundamentally focused on the building columns, and little attention was paid to the impact of lateral reinforcement and their configuration in bridge piers. Due to the lack of studies on the parameters affecting the seismic behavior of the bridges, more studies should still be made to better understand the behavior of the CES bridge piers. This paper provides a reference for the research and engineering practice of concrete-encased steel bridge piers. It also concludes with suggestions for future studies to integrate the seismic requirement of the CES bridge piers in Canada.

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Evaluation on the static and seismic performance of steel reinforced concrete composite columns with high strength materials

Cited by 2 publications

References 40 publications

Axial compressive behavior of circular stainless steel tube confined UHPC stub columns under monotonic and cyclic loading

Axial compressive behavior of circular stainless steel tube confined UHPC stub columns under monotonic and cyclic loading

The Seismic Behavior of Rectangular Concrete-Encased Steel Bridge Piers: A Review

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