Damage Analysis of Hanshin Expressway Viaducts during 1995 Kobe Earthquake. II: Damage Mode of Single Reinforced Concrete Piers-Reference-Cited by-同舟云学术

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

Published:2005-01 Issue:1 Volume:10 Page:54-60
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Hashimoto Satoko¹²³,Fujino Yozo¹²³,Abe Masato¹²³

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. Professor, Dept. of Civil Engineering, Univ. of Tokyo, Bunkyo-ku, Tokyo 113-8656, Japan.

3. Chief Researcher, BMG Corp., Nakase, Mihama-ku, Chiba 261-7125, 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%2854%29

Reference8 articles.

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

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

3. Highway Bridge Association of Japan. (1964). Design standard for highway steel bridges (in Japanese).

4. Highway Bridge Association of Japan. (1996). Design standard for highway bridges (in Japanese).

5. Japan Society of Civil Engineers (JSCE). (1996). Design standard for concrete structures Tokyo (in Japanese).

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