Hydrodynamic considerations for improving the design/evaluation of over-topped bridge decks during extreme floods-Reference-Cited by-同舟云学术

Hydrodynamic considerations for improving the design/evaluation of over-topped bridge decks during extreme floods

Published:2023-01-30 Issue: Volume: Page:1-15
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Ahmadi Seyed Mehran¹,Ahmadi Mohammad Taghi²

Affiliation:

1. Civil & Environmental Engineering, Tarbiat Modares University, Tehran, Iran

2. Faculty of Civil and Environmental Engineering, Tarbiat Modares University, Tehran, Iran

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2023.2171069

Reference50 articles.

1. The Plaka Bridge in Epirus: An Evaluation of New Building Materials for Its Restoration

2. Azadbakht, M. (2013). Tsunami and hurricane wave loads on bridge superstructures. PhD dissertation, Oregon State University, https://ir.library.oregonstate.edu/concern/graduate_thesis_or_dissertations/pg15bh86v

3. Bagheri, M. (2019). Flood in Khorramabad - Khorramabad River overflowed. Yaftenews. Retrieved April 1, 2019, from http://yaftenews.ir/gallerypic/social/27042-picseyl981.html.

4. Contribution of Trapped Air, Deck Superelevation, and Nearby Structures to Bridge Deck Failure during a Tsunami

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