The effects of additional deformations in box-beam bridges on the longitudinal stresses and transverse moments-Reference-Cited by-同舟云学术

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The effects of additional deformations in box-beam bridges on the longitudinal stresses and transverse moments

Published:1983 Issue:5 Volume:16 Page:613-628
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Stefanou G.D.,Dritsos S.,Bakas G.J.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference8 articles.

1. D. H. H. Tung, Torsional analysis of single thin walled trapozidal concrete box-girder bridges. Concrete Bridge Design. First Int. Symp.

2. Methods of analysis and design of concrete box-beams with side cantilever;Masel,1974

3. Torsion und profilvarformung beim einzelligen Kastenträger;Steinle,1970

4. Basler, Ollsrunner, Torsion. 1966.

5. Beitrag zur Theorie de Kastenträger beliobiger Querschuitt-form;Heileg,1961

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1. An innovative deformation coordination method for analyzing distortion effects on box girders;Scientific Reports;2024-08-27

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4. A Minimal GBT Model for Distortional-Twist Elastic Analysis of Box-Girder Bridges;Applied Sciences;2021-03-11

5. BEF Analogy for Concrete Box Girder Analysis of Bridges;IABSE Symposium, Venice 2010: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas;2010

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