Cross-Sectional Moment Capacity Prediction of Steel Box Girders Based on the CSM-Reference-Cited by-同舟云学术

Cross-Sectional Moment Capacity Prediction of Steel Box Girders Based on the CSM

Published:2022-07 Issue:7 Volume:27 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhang Yajun¹,Liu Yuqing²,Sheng Rongrong¹,Dong Xiaoqiang³,Yang Fei⁴^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Bridge Engineering, Tongji Univ., Shanghai 200092, China.

2. Professor, Dept. of Bridge Engineering, Tongji Univ., Shanghai 200092, China.

3. Xiamen Road and Bridge Engineering Investment Development, Xiamen 361000, China.

4. Dept. of Bridge Engineering, Tongji Univ., Shanghai 200092, 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.1943-5592.0001886

Reference35 articles.

1. AASHTO. 2017. LRFD bridge design specification. Washington, DC: AASHTO.

2. The continuous strength method for structural stainless steel design

3. Experimental and Numerical Study on Buckling Behavior of a Rigidly Stiffened Plate with Tee Ribs

4. CEN (European Committee for Standardization). 2005. Design of steel structures—Part 1–1: General rules and rules for buildings. Eurocode 3. Brussels Belgium: CEN.

5. CEN (European Committee for Standardization). 2006a. Design of steel structures— P art 1-5: Plated structural elements. Eurocode 3. Brussels Belgium: CEN.

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