Analysis of the distortion of cantilever box girder with inner flexible diaphragms using initial parameter method-Reference-Cited by-同舟云学术

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Analysis of the distortion of cantilever box girder with inner flexible diaphragms using initial parameter method

Published:2017-08 Issue: Volume:117 Page:140-154
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Ren Yangzhi,Cheng Wenming,Wang Yuanqing,Wang Bin

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference33 articles.

1. Effect of diaphragms on stress reduction in box girder bridge sections;Siddiqui;Can. J. Civ. Eng.,1987

2. Contribution of intermediate diaphragms in enhancing precast bridge girder performance;Green;J. Perform. Constr. Facil.,2004

3. BEF analogy for analysis of box-girders;Wright;J. Struct. Div.,1968

4. EBEF method for distortional analysis of steel box-girder bridges;Hsu;J. Struct. Eng.,1995

5. Application of EBEF method for the distortional analysis of steel box girder bridge superstructures during construction;Hsu;Adv. Struct. Eng.,2002

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