Frequency study on improved composite box girder bridges with corrugated steel webs-Reference-Cited by-同舟云学术

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Frequency study on improved composite box girder bridges with corrugated steel webs

Published:2024-04 Issue: Volume:215 Page:108555
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Luo Kui,Chen Xuesong,Ji Wei,Zhang Jingwei,Zuo Hui

Funder

Innovation and Entrepreneurship Talent Project of Lanzhou

National Natural Science Foundation of China

Natural Science Foundation of Gansu Province

Publisher

Elsevier BV

Reference46 articles.

1. Prestressed concrete girder bridges with corrugated steel webs;Jiang;J. Struct. Eng.,2015

2. Optimized prestressed continuous composite girder bridges with corrugated steel webs;Nie;J. Bridg. Eng.,2017

3. Fatigue study on improved composite box girder bridge with corrugated steel webs;Ji;J. Constr. Steel Res.,2024

4. Analysis of corrugated steel web girders by an efficient beam bending theory;Machimdamrong;Earthq. Eng. Struct. Dyn.,2004

5. Equivalent computational models and deflection calculation methods of box girders with corrugated steel webs;Zhou;Eng. Struct.,2016

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Calculation of Shear Stress in New-Type Composite Box Girder with Corrugated Steel Webs under Restrained Torsion;Buildings;2024-07-02

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