Power flow and structural intensity analyses of cracked orthotropic steel bridge decks-Reference-Cited by-同舟云学术

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Power flow and structural intensity analyses of cracked orthotropic steel bridge decks

Published:2025-06 Issue: Volume:211 Page:113161
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Zhang Xun^ORCID,Wan Xing,Li Hao,Kong Derui,Li Cong,Zhao Jinyi

Publisher

Elsevier BV

Reference33 articles.

1. An analytical investigation into the vibration behavior of an orthotropic steel deck;Zhang;J. Vib. Control.,2023

2. Fatigue-life evaluation of a high-speed railway bridge with an orthotropic steel deck integrating multiple factors;Song;J. Perform. Constr. Facil.,2016

3. Fatigue durability of proposed vertical stiffener to deck connection details in orthotropic steel decks;Tanabe;Struct. Infrastruct. Eng.,2024

4. The fatigue behavior of ortho-composite-slabs with dowel strips for road bridges under transverse loads;Wisnewski;J. Constr. Steel Res.,2024

5. Fatigue test and evaluation of U-rib butt welds in orthotropic steel decks;Zhang;Thin-Walled Struct.,2024

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