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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

コンクリート部分充填鋼製橋脚の地震応答推定手法の検証に関する解析的研究

http://hdl.handle.net/2237/8475
http://hdl.handle.net/2237/8475
3c9a5abf-7bc4-452b-8999-be88702b271b
名前 / ファイル ライセンス アクション
Structural_Eng_48A-675.pdf Structural_Eng_48A-675.pdf (871.4 kB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2007-06-28
タイトル
タイトル コンクリート部分充填鋼製橋脚の地震応答推定手法の検証に関する解析的研究
言語 ja
その他のタイトル
その他のタイトル Comparative study of demand prediction procedures for partially concrete-filled steel bridge piers
言語 en
著者 葛, 漢彬

× 葛, 漢彬

WEKO 17816

ja 葛, 漢彬

Search repository
GE, Hanbin

× GE, Hanbin

WEKO 17817

en GE, Hanbin

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SUSANTHA, K.A.S.

× SUSANTHA, K.A.S.

WEKO 17818

en SUSANTHA, K.A.S.

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佐竹, 洋一

× 佐竹, 洋一

WEKO 17819

ja 佐竹, 洋一

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SATAKE, Yoichi

× SATAKE, Yoichi

WEKO 17820

en SATAKE, Yoichi

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宇佐美, 勉

× 宇佐美, 勉

WEKO 17821

ja 宇佐美, 勉

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USAMI, Tsutomu

× USAMI, Tsutomu

WEKO 17822

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
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 Concrete-filled steel pier
キーワード
主題Scheme Other
主題 コンクリート部分充填鋼製橋脚
キーワード
主題Scheme Other
主題 fiber model
キーワード
主題Scheme Other
主題 ファイバーモデル
キーワード
主題Scheme Other
主題 maximum response displacement
キーワード
主題Scheme Other
主題 最大応答変位
キーワード
主題Scheme Other
主題 residual displacement
キーワード
主題Scheme Other
主題 残留変位
キーワード
主題Scheme Other
主題 SDOF model
キーワード
主題Scheme Other
主題 1自由度系モデル
抄録
内容記述 This study deals with the demand predictions of partially concrete-filled steel bridge piers. For this purpose, two types of dynamic analysis procedures for such structures are presented. First, a SDOF model analysis procedure based on the force-displacement hysteric model derived by means of the pushover analysis is established. Second, a fiber model analysis procedure based on the cyclic stress-strain relations of concrete and steel is developed. The analyses are carried out for specimens tested by Pseudo-dynamic testing procedure, and comparisons are made between results obtained through the analytical methods and tests. The effects of concrete material behavior on predictions were further examined by conducting additional analyses using a simple cyclic stress-strain model of concrete. It is found that the maximum displacement demands computed using the fiber model analysis procedure exhibits good agreement with test results. In addition, results obtained from the SDOF model analysis with the tri-linear model seem to be better than that of the bi-linear model.
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 48A, p. 675-682, 発行日 2002-03
フォーマット
application/pdf
著者版フラグ
値 publisher
URI
識別子 http://hdl.handle.net/2237/8475
識別子タイプ HDL
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