Calculation Method for Flexural Bearing Capacity of Composite Girders with CFST Truss Chords-Reference-Cited by-同舟云学术

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Calculation Method for Flexural Bearing Capacity of Composite Girders with CFST Truss Chords

Published:2023-05 Issue:5 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Huang Hanhui¹,Chen Kangming²,Wu Qingxiong³,Nakamura Shozo⁴

Affiliation:

1. College of Civil Engineering, Fuzhou Univ., No. 2, Wulong River North Rd., University Town, Fuzhou, Fujian 350108, China.

2. Associate Professor, College of Civil Engineering, Fuzhou Univ., No. 2, Wulong River North Rd., University Town, Fuzhou, Fujian 350108, China (corresponding author).

3. Professor, College of Civil Engineering, Fuzhou Univ., No. 2, Wulong River North Rd., University Town, Fuzhou, Fujian 350108, China.

4. Professor, Dept. of Civil and Environmental Engineering, Nagasaki Univ., 1–14, Bunkyo-machi, Nagasaki 852-8521, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-5943

Reference29 articles.

1. Structural behaviour and reliability of CFST trusses with random initial imperfections

2. Experimental study of concrete-filled multiplanar circular hollow section tubular trusses

3. Flexural behavior of composite box girders with corrugated steel webs and trusses

4. Research on flexural behavior of composite box continuous girder with corrugated steel webs and trusses

5. Flexural behaviour of concrete filled steel tubular (CFST) chord to hollow tubular brace truss: experiments

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