Damage Analysis of Hanshin Expressway Viaducts during 1995 Kobe Earthquake. III: Three-Span Continuous Girder Bridges-Reference-Cited by-同舟云学术

Damage Analysis of Hanshin Expressway Viaducts during 1995 Kobe Earthquake. III: Three-Span Continuous Girder Bridges

Published:2005-01 Issue:1 Volume:10 Page:61-68
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Hashimoto Satoko¹²³,Abe Masato¹²³,Fujino Yozo¹²³

Affiliation:

1. Former Research Fellow, Japan Society for the Promotion of Science for Young Scientists, Dept. of Civil Engineering, Univ. of Tokyo, Bunkyo-ku, Tokyo 113-8656, Japan.

2. Chief Researcher, BMG Corp., Nakase, Mihama-ku, Chiba 261-7125, Japan.

3. Professor, Dept. of Civil Engineering, Univ. of Tokyo, Bunkyo-ku, Tokyo 113-8656, 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%291084-0702%282005%2910%3A1%2861%29

Reference7 articles.

1. Abe M. Yanagino K. Fujino Y. and Hashimoto S. (2001). “Damage analysis of three span continuous girder bridges in 1995 Hyogoken-Nanbu earthquake.” Journal of Structural Mechanics and Earthquake Engineering Japan Society of Civil Engineers I-54(668) 83–101 (in Japanese).

2. Damage Analysis of Hanshin Expressway Viaducts during 1995 Kobe Earthquake. I: Residual Inclination of Reinforced Concrete Piers

3. Damage Analysis of Hanshin Expressway Viaducts during 1995 Kobe Earthquake. II: Damage Mode of Single Reinforced Concrete Piers

4. Hauke B. and Maekawa K. (1999). “Three-dimensional modeling of reinforced concrete with multi-directional cracking.” Journal of Materials Concrete Structures and Pavements Japan Society of Civil Engineers V-45(634) 349–368.

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