Fatigue durability of proposed vertical stiffener to deck connection details in orthotropic steel decks-Reference-Cited by-同舟云学术

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Fatigue durability of proposed vertical stiffener to deck connection details in orthotropic steel decks

Published:2024-02-13 Issue:7-8 Volume:20 Page:1230-1241
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Tanabe Atsushi¹,Konish Hideyuki²,Kano Tetsuya²,Numa Katsuo³,Sakano Masahiro⁴

Affiliation:

1. Japan Civil Engineering Consultants Association (Nikken Sekkei Ltd.), Osaka, Japan

2. Japan Bridge Association, Osaka, Japan

3. Kinki Regional Development Bureau, Ministry of Land, Infrastructure and Transport, Osaka, Japan

4. Department of Civil, Environmental and Applied System Engineering, Kansai University, Osaka, Japan

Funder

Kinki Regional Development Bureau, Ministry of Land, Infrastructure, Transport and Tourism

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2024.2311896

Reference16 articles.

1. Repair with splice plate for fatigue crack at vertical stiffener of orthotropic steel deck using bearing type bolt;Anami K.;Journal of Structural Engineering,,2019

2. Hanshin Expressway. (2012). Fatigue retrofit for steel bridges in the Hanshin expressway (3rd rev.). Hanshin Expressway.

3. Japan Road Association. (1997). Fatigue of steel bridges. Maruzen.

4. Japan Road Association. (2002). Fatigue design recommendations for highway bridges. Maruzen.

5. Japan Road Association. (2017). Specifications for highway bridges. Maruzen.

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