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Practical formula for predicting axial strength of circular-CFST columns considering size effect

  • Published:2020-05 Issue: Volume:168 Page:105979
  • ISSN:0143-974X
  • Container-title:Journal of Constructional Steel Research
  • language:en
  • Short-container-title:Journal of Constructional Steel Research

Author:

Yang Chang,Gao Pan,Wu Xingxiang,Chen Y. Frank,Li Qi,Li Zhao

Funder

Sichuan Agricultural University

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference53 articles.

1. Design of high strength concrete filled tubular columns for tall buildings;Liew;Int. J. High-Rise Build.,2014

2. Eurocode 4: Design of Composite Steel and Concrete Structures – Part 1–1: General Rules and Rules for Buildings;EN 1994-1-1,2009

3. AISC360-10: Specification for Structural Steel Buildings,2010

4. AIJ: Recommendations for Design and Construction of Concrete-Filled Steel Tubular Structures,1997

5. Axial compression behavior of concrete filled steel tubular stub columns using high strength materials;Fujimoto;J. Struct. Constr. Eng. (Trans. AIJ),1997
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