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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

せん断力を受ける無補剛箱形断面部材の強度と変形能

http://hdl.handle.net/2237/8625
55e01c27-804b-48c4-9ef3-f5f1d81053b7
名前 / ファイル ライセンス アクション
v703_p129-140.pdf v703_p129-140.pdf (1.3 MB)
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 せん断力を受ける無補剛箱形断面部材の強度と変形能
その他のタイトル
その他のタイトル STRENGTH AND DUCTILITY OF UNSTIFFENED BOX SECTION MEMBERS SUBJECTED TO CYCLIC SHEAR LOADING
著者 葛西, 昭

× 葛西, 昭

WEKO 18587

葛西, 昭

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KASAI, Akira

× KASAI, Akira

WEKO 18588

KASAI, Akira

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渡辺, 智彦

× 渡辺, 智彦

WEKO 18589

渡辺, 智彦

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WATANABE, Tomohiko

× WATANABE, Tomohiko

WEKO 18590

WATANABE, Tomohiko

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宇佐美, 勉

× 宇佐美, 勉

WEKO 18591

宇佐美, 勉

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USAMI, Tsutomu

× USAMI, Tsutomu

WEKO 18592

USAMI, Tsutomu

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CHUSILP, Praween

× CHUSILP, Praween

WEKO 18593

CHUSILP, Praween

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権利
権利情報 土木編集第07010号
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 web plate
キーワード
主題Scheme Other
主題 strength
キーワード
主題Scheme Other
主題 ductility
キーワード
主題Scheme Other
主題 shear loading
抄録
内容記述 本研究は、鋼製ラーメン橋脚における隅角部や梁腹板といったせん断力が卓越する部材の耐震設計に対して、基礎的なデータを提供するものである。無補剛箱形断面を有する梁を想定し、ウェブおよびフランジを含めた解析モデルにより、繰り返しせん断力を受ける際の強度と変形能を求めた。結果として、フランジ部分を考慮することによって、ウェブのみを対象とした板要素による評価に比べて、変形能が大きくなるという結論を得た。また、フランジとウェブの板厚比に着目した検討より、強度および変形能の観点から、フランジの必要板厚を求めた。最後に、一般的なフランジとウェブの板厚比に対して、強度と変形能の推定式を算出した。This study is aimed at offering fundamental data needed for development of an ultimate earthquake-resistant design method for steel frame structures. For this purpose, the shear strength and ductility of unstiffened box section members are evaluated from the results of large-deformation elasto-plastic FEM analysis for web plates including the effect of flange plates. As a result, it is obtained that the strength calculated in this analytical model is almost the same as the results excluding flange plates, and the ductility is slightly larger than the previous results. Futhermore, the required flange thickness is discussed from the viewpoint of strength and ductility through parametric study on flange thickness to web thickness ratio. Finally, the formula estimating the ductility capacity of web plates is proposed.
内容記述タイプ Abstract
出版者
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
ISSN
収録物識別子タイプ ISSN
収録物識別子 0289-7806
書誌情報 土木学会論文集

巻 703, 号 I-59, p. 129-140, 発行日 2002-04
フォーマット
application/pdf
著者版フラグ
値 publisher
URI
識別子 http://hdl.handle.net/2237/8625
識別子タイプ HDL
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