Rehabilitation of orthotropic steel deck bridges using a modified Ortho-composite deck system-Reference-Cited by-同舟云学术

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Rehabilitation of orthotropic steel deck bridges using a modified Ortho-composite deck system

Published:2024-06 Issue: Volume:22 Page:102087
ISSN:2590-1230
Container-title:Results in Engineering
language:en
Short-container-title:Results in Engineering

Author:

Shirinzadeh Mozhdeh^ORCID

Funder

Alexander von Humboldt Foundation

Publisher

Elsevier BV

Reference23 articles.

1. Inelastic behavior of orthotropic steel deck stiffened by U-shaped stiffeners;Chen;Thin-Walled Struct.,2002

2. Overview fatigue phenomenon in orthotropic bridge decks in The Netherlands;Jong,2004

3. Techniques and solutions for rehabilitation of orthotropic steel bridge decks in The Netherlands;Boersma,2003

4. Reinforced high performance concrete overlay system for rehabilitation and strengthening of orthotropic steel bridge decks;Buitelaar,2004

5. Fatigue performance analysis of an existing orthotropic steel deck (OSD) bridge;Mairone;Infrastructures,2022

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