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橋梁端部周辺に着目した大地震時水平衝突応答解析
https://kitami-it.repo.nii.ac.jp/records/7139
fcb04614-6fd7-478e-8791-76587b027be2
名前 / ファイル | ライセンス | アクション | |
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2007-05-09 | |||||
タイトル | ||||||
言語 | ja | |||||
タイトル | 橋梁端部周辺に着目した大地震時水平衝突応答解析 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Horizontal Collision Response Analysis under Strong Earthquake considering around Bridge End Configuration | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | longitudinal impact | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | shoclrabs01ving device | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | system for falling prevention of bridge | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | bridge end | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | abutment | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Finite Element Method | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 水平衝撃 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 緩衝材 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 落橋防止システム | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 橋端部 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 橋台 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | FEM | |||||
資源タイプ | ||||||
資源 | http://purl.org/coar/resource_type/c_6501 | |||||
タイプ | journal article | |||||
アクセス権 | ||||||
アクセス権 | open access | |||||
アクセス権URI | http://purl.org/coar/access_right/c_abf2 | |||||
その他のタイトル | ||||||
その他のタイトル | Horizontal Collision Response Analysis under Strong Earthquake considering around Bridge End Configuration | |||||
著者 |
大島, 俊之
× 大島, 俊之× 三上, 修一× 小倉, 裕介× 内田, 裕丈× 内堀, 康 |
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著者別名 | ||||||
姓名 | ||||||
姓名 | T., Oshima | |||||
言語 | en | |||||
著者別名 | ||||||
姓名 | ||||||
姓名 | S., Mikami | |||||
言語 | en | |||||
著者別名 | ||||||
姓名 | ||||||
姓名 | Y., Ogura | |||||
言語 | en | |||||
著者別名 | ||||||
姓名 | ||||||
姓名 | H., Uchida | |||||
言語 | en | |||||
著者別名 | ||||||
姓名 | ||||||
姓名 | Y., Uchibori | |||||
言語 | en | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | When the strong earthquake occurs and a bridge suffers the longitudinal impact, a superstructure and abutments of a bridge will collide. There is a spatial gap between superstructure and wall of abutment and this gap may effect to accelerate collision speed between them. Then, in this paper, effect of shock-absorbing device to softening the collision is investigated in the cases of simple and continuous girder bridges. And the effect of stiffness of shock-absorbing device, laying-gap length and back-fill ground of a abutment to soften the collision response, is analyzed. Moreover, influence by laying-gap length and an abutments of back-fill ground when colliding was examined. | |||||
書誌情報 |
巻 5, p. 519-526, 発行日 2002-08 |
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出版者 | ||||||
出版者 | 社団法人 土木学会 | |||||
著者版フラグ | ||||||
値 | publisher | |||||
出版タイプ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 |