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Parametric study of steel-beam to flat-rectangular CFST column connections with small-size diaphragms

  • Published:2023-12 Issue: Volume:211 Page:108156
  • ISSN:0143-974X
  • Container-title:Journal of Constructional Steel Research
  • language:en
  • Short-container-title:Journal of Constructional Steel Research

Author:

Tong Lewei,Zheng Jianmin,Wu Honglei,Wang Kaiyuan,Dong Baiping,Liu Bo

Funder

Fundamental Research Funds for the Central Universities

Ministry of Science and Technology of the People's Republic of China

Publisher

Elsevier BV

Subject

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

Reference33 articles.

1. Steel-beam-to-concrete-filled-steel-tube-column moment connections in Japan;Fukumoto;Int. J. Steel Struct.,2005

2. Structural behavior of steel-beam to concrete-filled square tube column connections reinforced with inner ring stiffener;Yokoyama,1991

3. Behavior of concrete-filled steel tubular three-dimensional sub assemblages;Morino,1992

4. Behavior of beam-to-column connection of CFT column system;Fujimoto,2000

5. Moment resistance of steel I-beam to CFT column connections;Chiew;J. Struct. Eng.,2001

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