Damage Analysis of Hanshin Expressway Viaducts during 1995 Kobe Earthquake. I: Residual Inclination of Reinforced Concrete Piers-Reference-Cited by-同舟云学术

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

Published:2005-01 Issue:1 Volume:10 Page:45-53
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Fujino Yozo¹²³,Hashimoto Satoko¹²³,Abe Masato¹²³

Affiliation:

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

2. 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.

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%2845%29

Reference13 articles.

1. An analysis of damage to Hanshin elevated expressway during 1995 Hyogoken Nanbu earthquake;Fujino Y.;J. Struct. Mech. Earthquake Eng., JSCE,1999

2. Adachi Y. and Unjyo S. (1997). “Evaluation of the performance of the system consist of the foundation and the pier.” Proc. 24th Conf. of Earthquake Engineering 1061–1064 (in Japanese).

3. Anaka T. (1997). “Estimation of the maximum velocity and response spectrum by using the strong motion seismograph of type 87.” Proc. 24th Conf. of Earthquake Engineering 161–164 (in Japanese).

4. Association for Development of Earthquake Prediction (ADEP). (1996). “The Hyogoken-Nanbu (Kobe) earthquake: Liquefaction ground displacement and soil condition in Hanshin area.” Version 1.0 (CD-ROM).

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