Axial Compressive Behavior of Concrete-Encased CFST Stub Columns with High-Level Two-Stage Initial Stresses-Reference-Cited by-同舟云学术

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Axial Compressive Behavior of Concrete-Encased CFST Stub Columns with High-Level Two-Stage Initial Stresses

Published:2022-12 Issue:12 Volume:27 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Tu Bing¹,Li Yao²,Cai Shunyao³^ORCID

Affiliation:

1. Associate Professor, School of Civil Engineering and Architecture, Guangxi Univ., Nanning, Guangxi, China.

2. Postgraduate, School of Civil Engineering and Architecture, Guangxi Univ., Nanning, Guangxi, China.

3. Associate Professor, Dept. of Construction Management, Chongqing Univ., Chongqing, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001965

Reference47 articles.

1. ACI (American Concrete Institute). 2011. Building code requirements for structural concrete and commentary. ACI 318-11. Detroit: ACI.

2. Behavior of circular concrete-filled double steel tubular slender beam-columns including preload effects

3. Nonlinear analysis of square concrete-filled double steel tubular slender columns incorporating preload effects

4. Behaviour of concrete-encased CFST columns under combined compression and bending

5. Analytical behaviour of eccentrically loaded concrete-encased CFST box columns

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1. Theoretical Axial and Lateral Stress–Strain Model for Steel Tube–Reinforced Concrete Column;Journal of Structural Engineering;2024-10

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