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  1. B. 理工学域; 数物科学類・物質化学類・機械工学類・フロンティア工学類・電子情報通信学類・地球社会基盤学類・生命理工学類
  2. b 10. 学術雑誌掲載論文
  3. 1.査読済論文(工)

Seismic response analysis and damage verification of notojima bridge during noto peninsula earthquake

http://hdl.handle.net/2297/33407
http://hdl.handle.net/2297/33407
7dd9bacd-2738-499e-aaae-6a68b30807f4
名前 / ファイル ライセンス アクション
TE-PR-FUKADA-S-B02_10.pdf TE-PR-FUKADA-S-B02_10.pdf (565.8 kB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2017-10-03
タイトル
タイトル Seismic response analysis and damage verification of notojima bridge during noto peninsula earthquake
言語
言語 eng
資源タイプ
資源タイプ識別子 http://purl.org/coar/resource_type/c_6501
資源タイプ journal article
著者 Fukada, Saiji

× Fukada, Saiji

WEKO 308
e-Rad 10313686
金沢大学研究者情報 10313686
研究者番号 10313686

Fukada, Saiji

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Maegawa, Koji

× Maegawa, Koji

WEKO 11686
e-Rad 00124024

Maegawa, Koji

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Sako, H.

× Sako, H.

WEKO 11687

Sako, H.

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Yamazaki Y.

× Yamazaki Y.

WEKO 11688

Yamazaki Y.

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書誌情報 EASEC-11 - Eleventh East Asia-Pacific Conference on Structural Engineering and Construction

p. 1-6, 発行日 2008-01-01
出版者
出版者 EASEC-11
抄録
内容記述タイプ Abstract
内容記述 Noto Peninsula earthquake of magnitude 6.7 occurred near Noto Peninsula in Japan on March 25 2007. Notojima Bridge across Nanao Bay which was completed in 1982 is located about 30 km east-southeast of the epicenter. It is 1050 m long multi-span bridge consisting of 21 spans in which the 10 and 8 spans are simply supported PC girder bridges and the central three spans are a rigid frame PC bridge with pin-connection at the mid-span. Notojima Bridge sustained considerable damage in many RC piers bearing supports and expansion joints. Especially the piers of P10 and P13 in the central portion of the bridge sustained damage asymmetrically in spite of the symmetrical figure of the superstructure and piers. In order to verify unexpected damage the central portion is investigated based on seismic response analysis taking account of the inelastic hysteretic property of piers and the strong-motion data observed near the bridge. It is found that the difference of steel pipe piles between P10 and P13 might affect the asymmetrical damage.
著者版フラグ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
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