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免震鋼製橋脚のハイブリッド地震応答実験手法の妥当性に関する検討
http://hdl.handle.net/2237/8459
http://hdl.handle.net/2237/8459f79d2de6-18b8-4840-b29e-d4f7db1e0942
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 | 2007-06-26 | |||||
タイトル | ||||||
タイトル | 免震鋼製橋脚のハイブリッド地震応答実験手法の妥当性に関する検討 | |||||
言語 | ja | |||||
その他のタイトル | ||||||
その他のタイトル | An investigation into appropriateness of pseudodynamic tests for steel bridge piers with seismic isolation bearing | |||||
言語 | en | |||||
著者 |
中島, 大輔
× 中島, 大輔× Nakajima, Daisuke× 宇佐美, 勉× Usami, Tsutomu× 葛西, 昭× Kasai, Akira× 金田一, 智章× Kindaichi, Tomoaki |
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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 | |||||
権利 | ||||||
言語 | ja | |||||
権利情報 | 土木学会 (許諾 土学編集 第07010号) | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | seismic isolation bearing | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 免震支承 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | pseudodynamic test | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | ハイブリッド地震応答実験 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | elasto-plastic seismic response analysis | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 弾塑性地震応答解析 | |||||
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 | 鋼製橋脚 | |||||
抄録 | ||||||
内容記述 | In this study, elasto-plastic seismic response analyses of steel bridge piers with LRB seismic isolation bearings are carried out for comparison with pseudodynamic test results. The isolated steel bridge piers are modeled as 2-degree-of-freedom system in the analysis. The 2-parameter model is adopted to simulate the seismic behavior of the steel bridge pier; To represent hysteretic characteristics of the LRB isolation bearings, a kinematic hardening bilinear model is formulated based on the behavior test results. The final part of this paper is a discussion on the appropriateness of using the equivalent SDOF model for pseudodynamic tests of isolated steel bridge piers. | |||||
言語 | en | |||||
内容記述タイプ | Abstract | |||||
出版者 | ||||||
言語 | ja | |||||
出版者 | 土木学会 | |||||
言語 | ||||||
言語 | jpn | |||||
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 | |||||
ISSN | ||||||
収録物識別子タイプ | PISSN | |||||
収録物識別子 | 09108009 | |||||
書誌情報 |
ja : 構造工学論文 巻 46A, 号 2, p. 869-878, 発行日 2000-03 |
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フォーマット | ||||||
application/pdf | ||||||
著者版フラグ | ||||||
値 | publisher | |||||
URI | ||||||
識別子 | http://hdl.handle.net/2237/8459 | |||||
識別子タイプ | HDL |