Effect of skew angle on bridge deck behavior with different cross girder patterns-Reference-Cited by-同舟云学术

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Effect of skew angle on bridge deck behavior with different cross girder patterns

Published:2023-06-05 Issue:1 Volume:19 Page:103-115
ISSN:1687-4048
Container-title:HBRC Journal
language:en
Short-container-title:HBRC Journal

Author:

Yehia Ebtisam A.¹

Affiliation:

1. Construction & Building Engineering, Faculty of Eng, Arab Academy for Science and Technology and Maritime Transport, Cairo, Egypt

Publisher

Informa UK Limited

Subject

Urban Studies,Geotechnical Engineering and Engineering Geology,Materials Science (miscellaneous),Building and Construction,Architecture,Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/16874048.2023.2215648

Reference15 articles.

1. Moment and Shear Distribution Factors for the Design of Simply Supported Skewed Composite Steel I-Girder Bridges Due to Dead Loading

2. Skew decks in reinforced concrete bridges

3. Sindhu BV, Ashwin KN, Dattatreya JK, et al. “Effect of skew angle on static behavior of reinforced concrete slab bridge decks”, Internationa Journal of Research in Engineering and Technology, “IJRET”, IC-RICE Conference Issue—November, 2013.

4. Hassel HL Bennett CR Matamoros AM et al. “Parametric analysis of cross- frame layout on distortion-induced fatigue in skewed steel bridges” Journal of Bridge Engineering Volume (18) No.7 July 2013 P 617–623.

5. Analysis and Design of Straight and Skewed Slab Bridges

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