Behavior of curved and skewed bridges with integral abutments-Reference-Cited by-同舟云学术

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Behavior of curved and skewed bridges with integral abutments

Published:2015-06 Issue: Volume:109 Page:115-136
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Deng Yaohua,Phares Brent M.,Greimann Lowell,Shryack Gus L.,Hoffman Jerad J.

Funder

Federal Highway Administration

Department of Transportation (DOT)

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference23 articles.

1. Improved design specifications for horizontally curved steel girder highway bridges;Hall,1999

2. Finite element analysis of the wolf creek multispan curved girder bridge;Lydzinski,2008

3. Integral abutment and jointless bridges;Mistry,2000

4. Extending integral concepts to curved bridge systems;Doust,2011

5. LRFD bridge design specifications;AASHTO,2010

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1. Parametric study on reinforced concrete T-beam girder bridges;Materials Today: Proceedings;2023-04

2. 3D analysis of railway induced vibrations on skew girder bridges including ballast track–bridge interaction effects;Engineering Structures;2023-03

3. Vulnerability assessment of steel box girder bridge subjected to earthquakes;AIP Conference Proceedings;2023

4. Influence of Skewness on Deflection Response of Horizontally Curved RC Box-Girder Bridges;Lecture Notes in Civil Engineering;2022-09-28

5. Integral bridge abutments in response to seasonal temperature changes: State of knowledge and recent advances;Frontiers in Built Environment;2022-08-15

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