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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

固有周期依存型SIを用いた鋼製およびRC橋脚の弾塑性最大応答変位の推定法に関する研究

http://hdl.handle.net/2237/8451
http://hdl.handle.net/2237/8451
703fb4fb-5395-4a75-bf7f-a4e9d55f8a54
名前 / ファイル ライセンス アクション
Structural_Eng_46A-2-653.pdf Structural_Eng_46A-2-653.pdf (1.3 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 固有周期依存型SIを用いた鋼製およびRC橋脚の弾塑性最大応答変位の推定法に関する研究
言語 ja
その他のタイトル
その他のタイトル Estimation method of the elasto-plastic maximum response displacement of steel and RC bridge piers using natural-period-dependent SI
言語 en
著者 北原, 武嗣

× 北原, 武嗣

WEKO 17749

ja 北原, 武嗣

Search repository
Kitahara, Takeshi

× Kitahara, Takeshi

WEKO 17750

en Kitahara, Takeshi

Search repository
伊藤, 義人

× 伊藤, 義人

WEKO 17751

ja 伊藤, 義人

Search repository
Itoh, Yoshito

× Itoh, Yoshito

WEKO 17752

en Itoh, Yoshito

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
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 elasto-plastic maximum response displacement
キーワード
主題Scheme Other
主題 弾塑性最大応答変位
キーワード
主題Scheme Other
主題 natural-period-dependent SI
キーワード
主題Scheme Other
主題 固有周期依存型SI
キーワード
主題Scheme Other
主題 equal energy assumption
キーワード
主題Scheme Other
主題 エネルギー一定則
キーワード
主題Scheme Other
主題 equal displacement assumption
キーワード
主題Scheme Other
主題 変位一定則
抄録
内容記述 In the seismic design of bridge piers, the nonlinear responses are usually estimated using the equal energy assumption or equal displacement assumption. However, the nonlinear responses of structures are dependent on the periodic characteristics of input earthquake motions so that the results using the equal energy assumption or equal displacement assumption are not sometimes so accurate. In this study, we propose a metohd that the elasto-plastic maximum displacement of structures is estimated using the natural-period-dependent spectrum intensity(SI). In order to evaluate the accuracy of the proposed estimation method of the maximum response displacement, the results of the nonlinear dynamic analyses using SDOF model with far-field and near-field earthquake motions are used. The natural-period-dependent SI is a mean value taking account of the periodic characteristics of input earthquake motions and has a strong correlation with the nonlinear response of stuctures. It is clarified that the maximum response displacement can be estimated more accurately using the natural-period-dependent SI than using the equal energy assumption or equal displacement assumption.
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. 653-662, 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/2237/8451
識別子タイプ HDL
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