Experimental Study on Fatigue Resistance of Rib-to-Deck Joint in Orthotropic Steel Bridge Deck-Reference-Cited by-同舟云学术

Experimental Study on Fatigue Resistance of Rib-to-Deck Joint in Orthotropic Steel Bridge Deck

Published:2018-02 Issue:2 Volume:23 Page:04017128
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Li Ming¹,Suzuki Yasuo²,Hashimoto Kunitaro³,Sugiura Kunitomo⁴

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Suzhou Univ. of Science and Technology, Jiangsu 215011, China; Former Researcher, Dept. of Civil and Earth Resources Engineering, Kyoto Univ., Kyoto 606-8501, Japan (corresponding author).

2. Assistant Professor, Dept. of Civil and Earth Resources Engineering, Kyoto Univ., Kyoto 606-8501, Japan.

3. Associate Professor, Dept. of Civil Engineering, Kobe Univ., Kobe 657-0013, Japan.

4. Professor, Dept. of Civil and Earth Resources Engineering, Kyoto Univ., Kyoto, 606-8501, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001175

Reference13 articles.

1. AASHTO. (2012). AASHTO LRFD bridge design specifications Washington DC.

2. Abaqus [Computer software].SIMULIA Providence RI.

3. FATIGUE ASSESSMENT FOR WELD BETWEEN DECK PLATE AND U-RIB IN ORTHOTROPIC STEEL DECKS WITH CONSIDERATION OF PAVEMENT PROPERTIES

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