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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

鋼製橋脚の動的耐震照査法に関する検討

http://hdl.handle.net/2237/8628
http://hdl.handle.net/2237/8628
c45462ec-cd6f-4692-a57c-39ef36195d07
名前 / ファイル ライセンス アクション
v710_p181-190.pdf v710_p181-190.pdf (918.7 kB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2007-08-06
タイトル
タイトル 鋼製橋脚の動的耐震照査法に関する検討
言語 ja
その他のタイトル
その他のタイトル APPLICABILITY ON DYNAMIC VERIFICATION METHOD FOR SEISMIC DESIGN OF STEEL BRIDGE PIERS
言語 en
著者 森下, 邦宏

× 森下, 邦宏

WEKO 18600

ja 森下, 邦宏

Search repository
MORISHITA, Kunihiro

× MORISHITA, Kunihiro

WEKO 18601

en MORISHITA, Kunihiro

Search repository
宇佐美, 勉

× 宇佐美, 勉

WEKO 18602

ja 宇佐美, 勉

Search repository
USAMI, Tsutomu

× USAMI, Tsutomu

WEKO 18603

en USAMI, Tsutomu

Search repository
阪野, 祟人

× 阪野, 祟人

WEKO 18604

ja 阪野, 祟人

Search repository
BANNO, Takahito

× BANNO, Takahito

WEKO 18605

en BANNO, Takahito

Search repository
葛西, 昭

× 葛西, 昭

WEKO 18606

ja 葛西, 昭

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KASAI, Akira

× KASAI, Akira

WEKO 18607

en KASAI, Akira

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 土木編集第07010号
キーワード
主題Scheme Other
主題 dynamic seismic performance check
キーワード
主題Scheme Other
主題 ultimate strain
キーワード
主題Scheme Other
主題 seismic response analysis
キーワード
主題Scheme Other
主題 steel bridge pier
抄録
内容記述 本論文は、動的荷重を受ける鋼構造物に対し、応答ひずみを用いて終局状態を照査する動的耐震照査法を提案し、その妥当性を検証することを目的としたものである。提案手法は、シェル要素を用いた解析に基づかず、はり要素(ファイバー要素)を用いた動的弾塑性有限変位解析によって鋼構造物の終局判定を行うことができる。まず、単柱式鋼製橋脚に対する準静的繰返し載荷実験と解析結果の比較を行い、提案手法の妥当性を検討した。次に、地震時の動的挙動に対する適応性検討のため、はり要素モデルとシェル要素モデルに対する地震応答解析結果の比較を行い、動的耐震照査法の妥当性を確認した。さらに、本照査法の他に文献1), 2)に示される静的/動的解析併用法の妥当性に関する検討も実施した。
言語 ja
内容記述タイプ Abstract
抄録
内容記述 The applicability on the dynamic verification method for seismic design is verified. In this method, the ultimate states of structures are decided by comparing strain time history of the segment considered as the collapse point with the ultimate strain based on structural properties. The strain time history is obtained in dynamic response analysis using fiber element model, not using shell element models. The objective structures are steel bridge piers in this paper. Firstly, analysis results with this verification method are compared with quasi-static experiment results simulated seismic response. Secondly the results obtained using this proposed method are compared with results using shell element models on dynamic response analysis. These results tell us the validity of this proposed verification method.
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 0289-7806
書誌情報 ja : 土木学会論文集

巻 710, 号 I-60, p. 181-190, 発行日 2002-07
フォーマット
application/pdf
著者版フラグ
値 publisher
URI
識別子 http://hdl.handle.net/2237/8628
識別子タイプ HDL
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