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花蓮地震で被災した橋梁調査
https://doi.org/10.24517/00065039
https://doi.org/10.24517/0006503975b6da79-1ce4-426d-9ab6-f069d2fecf6f
名前 / ファイル | ライセンス | アクション |
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TE-PR-MIYAJIMA-M-75_I_93.pdf (1.3 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2022-01-31 | |||||
タイトル | ||||||
タイトル | 花蓮地震で被災した橋梁調査 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Investigation of bridges damaged due to hualien earthquake | |||||
言語 | ||||||
言語 | jpn | |||||
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 | |||||
ID登録 | ||||||
ID登録 | 10.24517/00065039 | |||||
ID登録タイプ | JaLC | |||||
著者 |
幸左, 賢二
× 幸左, 賢二× 廣岡, 明彦× 竹田, 周平× 宮島, 昌克 |
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著者別表示 |
Kosa, Kenji
× Kosa, Kenji× Hirooka, Akihiko× Takeda, Shuhei× Miyajima, Masakatsu |
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提供者所属 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 金沢大学理工研究域地球社会基盤学系 | |||||
書誌情報 |
土木学会論文集A1(構造・地震工学) en : Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) 巻 75, 号 4, p. I_93-I_100, 発行日 2019 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 2185-4653 | |||||
DOI | ||||||
関連タイプ | isIdenticalTo | |||||
識別子タイプ | DOI | |||||
関連識別子 | 10.2208/jscejseee.75.I_93 | |||||
出版者 | ||||||
出版者 | 土木学会 Japan Society of Civil Engineers | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | 2018年4月12~15日に台湾花蓮地震による被害を受けた構造物の調査を実施した.その結果花蓮断層近傍の七星潭橋では地震動により15cmを超える橋軸直角方向の残留変位が観測され,桁が横方向変位制限構造に衝突し,橋脚に押抜きせん断損傷が発生した.照査の結果押抜きせん断抵抗が極めて小さいことが明らかとなった. また2014年よりモニタリング調査を実施しているASR橋梁の内,中正橋は断層周辺に位置している.ASR劣化した橋台に地震力が作用し,幅3mmを超えるひび割れが発生しており,特に劣化部材において著しいひび割れが再発生していることが明らかとなった. |
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抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | From 15th to 18th, April in 2018, We conducted the bridges survey due to Hualien Earthquake. In Qixingtan bridge located near the Milun fault, the girder moved to the transverse direction about 15 cm due to Earthquake load and punching shear failure by the girder pounding, was observed at the pier. The calculated resistance of punching shear is quite low, compared with applied Earthquake force. Zhongzheng bridge also located near the Milium fault, which abutment already damaged by ASR before Earthquake, also showed the severe cracks due to Earthquake load. | |||||
権利 | ||||||
権利情報 | Copyright © 土木学会 Japan Society of Civil Engineers | |||||
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 | |||||
関連URI | ||||||
識別子タイプ | URI | |||||
関連識別子 | https://www.jstage.jst.go.jp/browse/jscejseee/-char/ja | |||||
関連名称 | https://www.jstage.jst.go.jp/browse/jscejseee/-char/ja | |||||
関連URI | ||||||
識別子タイプ | URI | |||||
関連識別子 | http://www.jsce.or.jp/ | |||||
関連名称 | http://www.jsce.or.jp/ |