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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

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/2237/8454
7fc98eb2-66d4-464e-a75a-c0f8cdbaca25
名前 / ファイル ライセンス アクション
Structural_Eng.pdf Structural_Eng.pdf (1.4 MB)
Item type 学術雑誌論文 / Journal Article(1)
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

WEKO 17754

ja 葛西, 昭

Search repository
Kasai, Akira

× Kasai, Akira

WEKO 17755

en Kasai, Akira

Search repository
河村, 康文

× 河村, 康文

WEKO 17756

ja 河村, 康文

Search repository
Kawamura, Yasufumi

× Kawamura, Yasufumi

WEKO 17757

en Kawamura, Yasufumi

Search repository
宇佐美, 勉

× 宇佐美, 勉

WEKO 17758

ja 宇佐美, 勉

Search repository
Usami, Tsutomu

× Usami, Tsutomu

WEKO 17759

en Usami, Tsutomu

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 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
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
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