Performance of Composite Twin I-Girder Bridges with Fatigue-Induced Cracks-Reference-Cited by-同舟云学术

Performance of Composite Twin I-Girder Bridges with Fatigue-Induced Cracks

Published:2017-09 Issue:9 Volume:22 Page:04017056
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Lam Heang¹^ORCID,Lin Weiwei²,Yoda Teruhiko³

Affiliation:

1. Research Associate, Dept. of Civil and Environmental Engineering, Waseda Univ., Shinjuku-ku, Tokyo 169-8555, Japan. ORCID: .

2. Associate Professor, Dept. of Civil and Environmental Engineering, Waseda Univ., Shinjuku-ku, Tokyo 169-8555, Japan.

3. Professor, Ph.D., Dept. of Civil and Environmental Engineering, Waseda Univ., Shinjuku-ku, Tokyo 169-8555, Japan (corresponding author).

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.1943-5592.0001094

Reference27 articles.

1. Fatigue reliability: Introduction;ASCE Committee on Fatigue and Fracture Reliability;J. Struct. Div.,1982

2. State-of-the-art review on the causes and mechanisms of bridge collapse;Deng L.;J. Perform. Constr. Facil.,2016

3. DIANA 9.4.4. [Computer software] DIANA FEA BV Delft Netherlands.

4. Dörr K. (1980). “Ein Beitrag zur Berechnung von Stahlbetonscheiben unter besonderer Berücksichtigung des Verbundverhaltens.” Ph.D. thesis Univ. of Darmstadt Darmstadt Germany (in German).

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