Ground motion estimation for the elevated bridges of the Kyushu Shinkansen derailment caused by the foreshock of the 2016 Kumamoto earthquake based on the site-effect substitution method
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DOI[10.1186/s40623-016-0573-3]のデータに遷移します
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- 資料種別
- 記事
- 著者・編者
- Yoshiya HataMasaaki YabeAkira Kasai
- 出版年月日等
- 2016-12-01
- 出版年（W3CDTF）
- 2016-12-01
- タイトル（掲載誌）
- EPS : Earth, Planets and Space
- 巻号年月日等（掲載誌）
- 68(199)
- 掲載巻
- 68(199)
- ISSN（掲載誌）
- 1880-5981
- ISSN-L（掲載誌）
- 1343-8832
- 本文の言語コード
- eng
- DOI
- 10.1186/s40623-016-0573-3
- 国立国会図書館永続的識別子
- info:ndljp/pid/10267470
- コレクション（共通）
- コレクション（障害者向け資料：レベル1）
- コレクション（個別）
- 国立国会図書館デジタルコレクション > 電子書籍・電子雑誌 > その他
- 収集根拠
- オンライン資料収集制度
- 受理日（W3CDTF）
- 2017-01-25T12:55:04+09:00
- 保存日（W3CDTF）
- 2017-01-13
- 記録形式（IMT）
- application/pdf
- オンライン閲覧公開範囲
- 国立国会図書館内限定公開
- デジタル化資料送信
- 図書館・個人送信対象外
- 遠隔複写可否（NDL）
- 可
- 掲載誌（国立国会図書館永続的識別子）
- info:ndljp/pid/9963599
- 連携機関・データベース
- 国立国会図書館 : 国立国会図書館デジタルコレクション
- 要約等
- An earthquake of JMA magnitude 6.5 (first event) hit Kumamoto Prefecture, Japan, at 21:26 JST, April 14, 2016. Subsequently, an earthquake of JMA magnitude 7.3 (second event) hit Kumamoto and Oita Prefectures at 01:46 JST, April 16, 2016. An out-of-service Kyushu Shinkansen train carrying no passengers traveling on elevated bridges was derailed by the first event. This was the third derailment caused by an earthquake in the history of the Japanese Shinkansen, after one caused by the 2004 Mid-Niigata Prefecture Earthquake and another triggered by the 2011 Tohoku Earthquake. To analyze the mechanism of this third derailment, it is crucial to evaluate the strong ground motion at the derailment site with high accuracy. For this study, temporary earthquake observations were first carried out at a location near the bridge site; these observations were conducted because although the JMA Kumamoto Station site and the derailment site are closely located, the ground response characteristics at these sites differ. Next, empirical site amplification and phase effects were evaluated based on the obtained observation records. Finally, seismic waveforms during the first event at the bridge site of interest were estimated based on the site-effect substitution method. The resulting estimated acceleration and velocity waveforms for the derailment site include much larger amplitudes than the waveforms recorded at the JMA Kumamoto and MLIT Kumamoto station sites. The reliability of these estimates is confirmed by the finding that the same methods reproduce strong ground motions at the MLIT Kumamoto Station site accurately. These estimated ground motions will be useful for reasonable safety assessment of anti-derailment devices on elevated railway bridges.
- DOI
- 10.1186/s40623-016-0573-3
- オンライン閲覧公開範囲
- インターネット公開
- 著作権情報
- © 2016 The Author(s). This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.
- 関連情報
- Ground motion estimation for the elevated bridges of the Kyushu Shinkansen derailment caused by the foreshock of the 2016 Kumamoto earthquake based on the site-effect substitution method 2016 Kumamoto earthquake sequence and its impact on earthquake science and hazard assessment Manabu Hashimoto, Martha Savage, Takuya Nishimura and Haruo HorikawaGround motion estimation for the elevated bridges of the Kyushu Shinkansen derailment caused by the foreshock of the 2016 Kumamoto earthquake based on the site-effect substitution method
- 関連情報（URI）
- 参照
- Preliminary Analysis of Strong Ground Motions in the Heavily Damaged Zone in Mashiki Town, Kumamoto, Japan, during the Mainshock of the 2016 Kumamoto Earthquake (Mw 7.0) Observed by a Dense Seismic ArrayGround motion estimation at the farthest liquefaction site during the 2011 off the pacific coast of Tohoku earthquakeVariation of earthquake ground motions within a very small distanceEquivalent linear method considering frequency dependent characteristics of stiffness and dampingThree-dimensional non-linear FEM analysis of a seismic induced crack at an airport runwayA Practical Method to Estimate Strong Ground Motions after an Earthquake, Based on Site Amplification and Phase Characteristicsスペクトルインバージョンに基づく全国の強震観測地点におけるサイト増幅特性とこれを利用した強震動評価事例2011年東北地方太平洋沖地震による観測記録を用いた他地点での地震動推定に関する精度評価Observation of seismic intensity and strong ground motion by Japan meteorological agency and local governments in Japan経験的サイト増幅・位相特性を考慮した強震動評価手法の改良 ‐因果性を満足する地震波の生成‐地震動特性に着目した東北地方太平洋沖地震と三陸南地震の比較検証常時微動測定に基づく鉄道高架橋の等価固有周期の推定手法OBSERVATION OF STRONG EARTHQUAKE MOTION BY NATIONAL INSTITUTE FOR LAND AND INFRASTRUCTURE MANAGEMENTSTRONG-MOTION SEISMOGRAPH NETWORK OPERATED BY NIED: K-NET AND KiK-netSource model of the 2005 west off Fukuoka prefecture earthquake estimated from the empirical Green's function simulation of broadband strong motions
- 連携機関・データベース
- 国立情報学研究所 : CiNii Research
- 提供元機関・データベース
- 学術機関リポジトリデータベース雑誌記事索引データベースCrossrefCiNii Articles科学研究費助成事業データベース科学研究費助成事業データベース学術機関リポジトリデータベース学術機関リポジトリデータベース
- 書誌ID（NDLBibID）
- 10267470
- NII論文ID
- 120005997867