Simplified deflection calculation method for PC box girder bridges with corrugated steel webs using asynchronous-pouring-construction technology-Reference-Cited by-同舟云学术

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Simplified deflection calculation method for PC box girder bridges with corrugated steel webs using asynchronous-pouring-construction technology

Published:2024-03 Issue: Volume:214 Page:108482
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Feng Sidong,He Jun,Lin Weiwei,Li Chunyue,Shao Yongbo,Hassanein M.F.

Publisher

Elsevier BV

Reference36 articles.

1. Shear strength of beams with corrugated webs;Elgaaly;J. Struct. Eng. ASCE,1996

2. Corrugated webs in plate girders for bridges;Johnson;Proc ICE - Str B.,1997

3. Corrugated steel webs for prestressed concrete girders;El-Metwally;Mater. Struct.,2003

4. Mechanical behavior and analysis of composite bridges with corrugated steel webs: state-of-the art;He;Int. J. Steel. Struct.,2012

5. Prefabricated bridge construction across Europe and America;Hällmark;Pract. Period. Struct.,2012

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