Art
J-GLOBAL ID:201902242292677385   Reference number:19A2048297

An Investigation of Damage Mechanism Induced by Earthquake in a Plate Girder Bridge Based on Seismic Response Analysis: Case Study of Tawarayama Bridge under the 2016 Kumamoto Earthquake

地震応答解析に基づくプレート桁橋における地震により誘起された損傷機構の調査:2016年熊本地震の下での宝山大橋の事例研究【JST・京大機械翻訳】
Author (3):
Material:
Volume: 2018  Page: Null  Publication year: 2018 
JST Material Number: U7655A  ISSN: 1687-8086  Document type: Article
Article type: 原著論文  Country of issue: United Kingdom (GBR)  Language: ENGLISH (EN)
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This paper reports a damage su...
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Category name(code) classified by JST.
Natural disasters  ,  Failure and maintenance of bridges,and others 
Reference (21):
  • Data from JMA (Japan Meteorological Agency), 2016, http://www.data.jma.go.jp.
  • A. K. Tang, J. M. Eidiner, Kumamoto, Kyushu, Japan, Earthquake of Mw 6.0 April 14, 2016, Mw 7.0 April 16, 2016, Lifetime Performance, The Council of Lifeline Earthquake Engineering TCLEE No. 2 and Yokohama National University, Yokohama, Japan, 2017.
  • http://www.eqclearinghouse.org.
  • https://gbank.gsj.jp/activefault/index_gmap.html.
  • T. Aso, K. Mizutori, M. Shuto, A. Arikado, K. Momota, H. Otsuka, "Non-linear earthquake response analysis of PC cable stayed bridge considering the fluctuant axial force," Proceedings of the 12WCCE (12th World Conference on Earthquake Engineering), Auckland, New Zealand, February, 2000.
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