Fatigue Evaluation of Rib-to-Deck Welded Joints of Orthotropic Steel Bridge Deck-Reference-Cited by-同舟云学术

Fatigue Evaluation of Rib-to-Deck Welded Joints of Orthotropic Steel Bridge Deck

Published:2011-07 Issue:4 Volume:16 Page:492-499
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Ya Samol¹²³,Yamada Kentaro¹²³,Ishikawa Toshiyuki¹²³

Affiliation:

1. Bridge Engineer, Design Section, Takigami Steel Construction, 1-1, Shinmei-cho, Handa, Aichi, 475-0826, Japan; formerly, Graduate student, Nagoya Univ., Furo-cho, Chikusa-ku, Nagoya 464-0863, Japan (corresponding author). E-mail: yasamol@takigami-grp.jp

2. Professor Emeritus, Dept. of Environmental Engineering and Architecture, Nagoya Univ., Furo-cho, Chikusa-ku, Nagoya 464-0863, Japan, and Senior Advisor, Central Nippon Highway Engineering Nagoya, Co. Ltd., Nishiki, Naka-ku, Nagoya, 460-0003, Japan

3. Assistant Professor, Dept. of Urban Management, Kyoto Univ., Kyotodaigaku-katsura, Nishikyo-ku, Kyoto 615-8540, Japan; formerly, Assistant Professor, Nagoya Univ., Furo-cho, Chikusa-ku, Nagoya 464-0863, 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.1943-5592.0000181

Reference26 articles.

1. Japan Society of Steel Construction (JSSC). (1995). “Fatigue design recommendations for steel structures and commentary.” JSSC Tech. Rep. No. 32 Tokyo.

2. Kawabata A. Inokuchi S. Hironaka O. Suzuki O. and Saito S. (2006). “Wheel trucking test for welding of U-shaped rib and deck plate of the orthotropic decks.” Proc. 5th Symposium of Orthotropic Steel Bridge Decks Japanese Society of Civil Engineers Tokyo 247–252 (in Japanese).

3. Effect of reducing strains by SFRC pavement on orthotropic steel deck of Ohira Viaduct;Kodama T.;Kozo Kogaku Ronbunshu A [J. of Struct. Eng. A],2010

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