Numerical Model for the Estimation of Ultimate Load Capacity of CFT Columns Considering Time-dependent Behavior-Reference-Cited by-同舟云学术

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Numerical Model for the Estimation of Ultimate Load Capacity of CFT Columns Considering Time-dependent Behavior

Published:2024-02-29 Issue:1 Volume:37 Page:25-31
ISSN:1229-3059
Container-title:Journal of the Computational Structural Engineering Institute of Korea
language:en
Short-container-title:J. Comput. Struct. Eng. Inst. Korea

Author:

Kim Seong Hun^ORCID,Kwak Hyo-Gyoung^ORCID

Publisher

Computational Structural Engineering Institute of Korea

Link

https://www.jcoseik.or.kr/articles/pdf/doi/10.7734/COSEIK.2024.37.1.25.pdf

Reference10 articles.

1. Deformation of Progressively Cracking Reinforced Concrete Beams

2. Creep-Prediction Models for Concrete-Filled Steel Tube Arch Bridges

3. Creep and shrinkage monitoring and modelling of CFST columns in a super high-rise under-construction building

4. Strength of Steel-Encased Concrete Beam Columns

5. Nonlinear Analysis of Axially Loaded Concrete-Filled Tube Columns with Confinement Effect

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