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  1. B200 工学部/工学研究科
  2. B200e 会議資料
  3. 国際会議

Effect of Rubber Bearing Ageing on Seismic Response of Base-Isolated Steel Bridges

http://hdl.handle.net/2237/5326
http://hdl.handle.net/2237/5326
c12d4d26-bac2-4e97-b534-11ad6fec532c
名前 / ファイル ライセンス アクション
C-85_Effect_of_Rubber_Bearing_Ageing_on_Seismic_Response_of_Base-Isolated_Steel_Bridges.pdf C-85_Effect_of_Rubber_Bearing_Ageing_on_Seismic_Response_of_Base-Isolated_Steel_Bridges.pdf (280.9 kB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2006-01-25
タイトル
タイトル Effect of Rubber Bearing Ageing on Seismic Response of Base-Isolated Steel Bridges
言語 en
著者 Gu, Haosheng

× Gu, Haosheng

WEKO 9885

en Gu, Haosheng

Search repository
伊藤, 義人

× 伊藤, 義人

WEKO 9886

ja 伊藤, 義人

Search repository
Itoh, Yoshito

× Itoh, Yoshito

WEKO 9887

en Itoh, Yoshito

Search repository
佐藤, 和也

× 佐藤, 和也

WEKO 9888

ja 佐藤, 和也

Search repository
Satoh, Kazuya

× Satoh, Kazuya

WEKO 9889

en Satoh, Kazuya

Search repository
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
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
キーワード
主題Scheme Other
主題 steel bridge
キーワード
主題Scheme Other
主題 accelerated exposure test
キーワード
主題Scheme Other
主題 deterioration
抄録
内容記述 This paper focuses on the aged rubber bearing’s influence on the seismic response of base-isolated steel piers. The long-term properties of the natural rubber material are investigated through a series of accelerated exposure tests. Based on the test results, the aged rubber bearing is modeled considering the ageing degree in the outer regions, and the performances are predicted precisely using the finite element method. It shows that the shear stiffness of the rubber bearing increases over time. Then, the study on the seismic response of steel piers equipped with aged rubber bearings is carried out. The results prove that the ageing of the rubber bearing has large effects on the seismic response of the isolated bridges. Generally, the damage degree of the steel pier upgrades to a higher level if the shear stiffness of the bearing increases by 20%, which is crucial from the design point of view.
言語 en
内容記述タイプ Abstract
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
出版タイプ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
書誌情報 en : 4th International Conference on Advances in Steel Structures, Shanghai, China, 13-15 June, 2005

巻 2, p. 1627-1632, 発行日 2005-06
フォーマット
application/pdf
著者版フラグ
値 publisher
URI
識別子 http://hdl.handle.net/2237/5326
識別子タイプ HDL
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