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鋼製橋脚ー基礎ー地盤連成系の大地震時挙動
http://hdl.handle.net/2237/8454
http://hdl.handle.net/2237/84547fc98eb2-66d4-464e-a75a-c0f8cdbaca25
名前 / ファイル | ライセンス | アクション |
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Structural_Eng.pdf (1.4 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2007-06-25 | |||||
タイトル | ||||||
タイトル | 鋼製橋脚ー基礎ー地盤連成系の大地震時挙動 | |||||
言語 | ja | |||||
その他のタイトル | ||||||
その他のタイトル | Seismic behavior of steel bridge piers considering soil-structure interaction | |||||
言語 | en | |||||
著者 |
葛西, 昭
× 葛西, 昭× Kasai, Akira× 河村, 康文× Kawamura, Yasufumi× 宇佐美, 勉× Usami, Tsutomu |
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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 | |||||
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 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | soil-structure interaction | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 構造物と地盤の動的相互作用 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | equivalent linearization method | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 等価線形化手法 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | elastoplastic seismic response analysis | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 弾塑性地震応答解析 | |||||
抄録 | ||||||
内容記述 | The present study is aimed at grasping the seismic response of steel bridges by considering soil-structure interaction. For this purpose, by using comprehensive hysteresis model for steel bridge piers developed at Nagoya University, four analytical models for estimating the influences of soil-structure interaction are prepared. Still, the soil part is modeled using the plane strain elements, and the physical parameters are calculated by equivalent linearization method. As a result, in case of ground type Ⅱ, the seismic responses of the steel bridge piers using the proposed model are larger those of analyses ignoring the effects of the soil, when the natural period of the steel bridge pier is close to the natural period of the soil which is calculated from the physical property by equivalent linearization method and the predominant period of earthquake motion. | |||||
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 : 構造工学論文集 巻 46A, 号 2, p. 745-756, 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/2237/8454 | |||||
識別子タイプ | HDL |