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  1. B200 工学部/工学研究科
  2. B200a 雑誌掲載論文
  3. 学術雑誌

Seismic Response of Steel Bridge Piers with Aged Base-Isolated Rubber Bearing

http://hdl.handle.net/2237/7471
81b0062a-3bef-49bc-a8b4-a91afa2726aa
名前 / ファイル ライセンス アクション
kozo_52A_537.pdf kozo_52A_537.pdf (1.1 MB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2007-03-15
タイトル
タイトル Seismic Response of Steel Bridge Piers with Aged Base-Isolated Rubber Bearing
著者 Gu, Haosheng

× Gu, Haosheng

WEKO 15586

Gu, Haosheng

Search repository
Itoh, Yoshito

× Itoh, Yoshito

WEKO 15587

Itoh, Yoshito

Search repository
権利
権利情報 土木学会 (許諾No.2007-012)
キーワード
主題Scheme Other
主題 steel bridge pier
キーワード
主題Scheme Other
主題 rubber bearing
キーワード
主題Scheme Other
主題 ageing
キーワード
主題Scheme Other
主題 seismic response
抄録
内容記述 It is usually known that ageing causes rubber performance to drop. The purpose of this study is to evaluate the influence of aged rubber bearings on the seismic response of single steel bridge piers. Firstly, the relationship between ageing and base-isolated rubber bearings' long-term performance is studied. Then the steel bridge piers with base-isolated rubber bearings are modeled as two-degree of freedom systems, and through dynamic analysis the response and damage of the structures are calculated. Next, the rubber bearing is replaced by an aged one and the seismic performance of the pier is evaluated again. The influence of rubber bearing's ageing is compared and discussed. Finally, a procedure to determine the maintenance strategy of a base-isolated rubber bearing is proposed based on the long-term seismic performance of the steel bridge pier.
内容記述タイプ Abstract
出版者
出版者 土木学会
言語
言語 eng
資源タイプ
資源タイプresource http://purl.org/coar/resource_type/c_6501
タイプ journal article
ISSN
収録物識別子タイプ ISSN
収録物識別子 09108009
書誌情報 構造工学論文集

巻 52A, p. 537-546, 発行日 2006-03
フォーマット
application/pdf
著者版フラグ
値 publisher
URI
識別子 http://hdl.handle.net/2237/7471
識別子タイプ HDL
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