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  1. 学術雑誌掲載済論文
  2. 和雑誌

連続トラス橋の桁端衝突応答解析と緩衝材の効果に関する検討

https://kitami-it.repo.nii.ac.jp/records/8389
c8f42387-1784-468f-8bc2-77eab2e6d5ce
名前 / ファイル ライセンス アクション
8668475-4.pdf 8668475-4.pdf (1.3 MB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2010-02-20
タイトル
言語 ja
タイトル 連続トラス橋の桁端衝突応答解析と緩衝材の効果に関する検討
タイトル
言語 en
タイトル Investigation on impact response analysis of horizontal collision of continuous truss bridge and the effect of shok-absorbing device
言語
言語 jpn
キーワード
主題Scheme Other
主題 Horizontal collision
キーワード
主題Scheme Other
主題 Impact response analysis
キーワード
主題Scheme Other
主題 Continuous truss bridge
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 Investigation on impact response analysis of horizontal collision of continuous truss bridge and the effect of shok-absorbing device
著者 大島, 俊之

× 大島, 俊之

WEKO 44139

ja 大島, 俊之

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小倉, 裕介

× 小倉, 裕介

WEKO 44140

ja 小倉, 裕介

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三上, 修一

× 三上, 修一

WEKO 44832
KAKEN 30113715

ja 三上, 修一

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著者別名
姓名
姓名 Oshima, Toshiyuki
言語 en
著者別名
姓名
姓名 Ogura, Yusuke
言語 en
著者別名
姓名
姓名 Mikami, Shuichi
言語 en
抄録
内容記述タイプ Abstract
内容記述 Impact response analysis of horizontal collision of continuous truss bridge to parapet wall of abutment during the strong earthquake, is dealt with in this paper. Elasto plastic behaviors of piers and rubber shoes are taken into account in the numerical analysis. Dynamic responses of displacement and acceleration of superstructure and maximum contact force between superstructure and abutment are obtained by changing the stiffness of shock-absorbing device and clearance between superstructure and abutment. Nonlinear behavior and ductility factor of piers, nonlinear effect of shock absorbing device and effect of the stiffness of back-fill ground, are also obtained.
書誌情報 構造工学論文集

巻 48A, p. 607-618, 発行日 2002-03
フォーマット
内容記述タイプ Other
内容記述 application/pdf
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
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