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  1. 40 大学院工学研究科・工学部
  2. 40C 紀要
  3. Research reports of the Faculty of Engineering, Mie University
  4. 11 (1986)

Biaxial Bending Moment-Curvature Relation of Box Beam-Column with Degrading Stress-Strain Relation

http://hdl.handle.net/10076/3921
http://hdl.handle.net/10076/3921
1c18261e-ea2a-4bd1-a40a-8416e1d7073e
Item type 紀要論文 / Departmental Bulletin Paper(1)
公開日 2018-03-15
タイトル
タイトル Biaxial Bending Moment-Curvature Relation of Box Beam-Column with Degrading Stress-Strain Relation
言語
言語 eng
資源タイプ
資源タイプ識別子 http://purl.org/coar/resource_type/c_6501
資源タイプ departmental bulletin paper
アクセス権
アクセス権 metadata only access
アクセス権URI http://purl.org/coar/access_right/c_14cb
著者 Uchida, Yasuhiro

× Uchida, Yasuhiro

WEKO 35222

Uchida, Yasuhiro

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Morino, Shosuke

× Morino, Shosuke

WEKO 35223

Morino, Shosuke

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著者別名 内田, 保博

× 内田, 保博

WEKO 35224

内田, 保博

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森野, 捷輔

× 森野, 捷輔

WEKO 35225

森野, 捷輔

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抄録
内容記述タイプ Abstract
内容記述 The biaxial bending behavior of a rectangular box steel beam-column involving local buckling is investigated by the analysis. The analysis is carried out numerically by assuming the degrading type of stress-strain relation that represents the effect of local buckling. The biaxial moment-curvature relation is obtained for a beam-column which is subjected to the cyclic or monotonic loading in such a way that the curvatures about principal axes change in a fixed proportion. The paper discusses the inelastic biaxial bending behavior of beam-column with the degrading stress-strain relation, and proposes a concept for estimating the aseismic safety and earthquake-resistant capacity is proposed for the column involving local buckling.
書誌情報 Research reports of the Faculty of Engineering, Mie University

巻 11, p. 55-67, 発行日 1986-12-20
ISSN
収録物識別子タイプ ISSN
収録物識別子 0385-6208
書誌レコードID
収録物識別子タイプ NCID
収録物識別子 AA00816341
フォーマット
内容記述タイプ Other
内容記述 application/pdf
その他のタイトル
劣化型応力 : ひずみ関係をもつ角形鋼管柱の2軸曲げモーメント : 曲率関係
出版者
出版者 Faculty of Engineering, Mie University
資源タイプ(三重大)
Departmental Bulletin Paper / 紀要論文
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