材の中間にばねが1本付いたH形断面柱の弾性座屈荷重<br>-両端をピン支持されたH形断面部材の弾性座屈荷重と補剛剛性の関係 その1-
書誌事項
- タイトル別名
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- ELASTIC BUCKLING STRENGTH OF H-SHAPED BEAM-COLUMN WHEN BRACING IS ATTACHED AT MIDSPAN OF THE MEMBER<br>Relation between elastic buckling strength and bracing stiffness of H-Shaped member simply supported at both ends (Part 1)
- 材の中間にばねが1本付いたH形断面柱の弾性座屈荷重 : 両端をピン支持されたH形断面部材の弾性座屈荷重と補剛剛性の関係(その1)
- ザイ ノ チュウカン ニ バネ ガ 1ポン ツイタ Hケイ ダンメン チュウ ノ ダンセイザクツカジュウ : リョウタン オ ピン シジ サレタ Hケイ ダンメン ブザイ ノ ダンセイザクツカジュウ ト ホゴウゴウセイ ノ カンケイ(ソノ 1)
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This paper is concerned with the effect of the bracing stiffness on the elastic buckling strength of H-shaped members that are subjected to axial force, end moments and uniformly distributed load. The member is simply supported at both ends and discrete or continuous lateral bracing and torsional bracing are attached. The buckling equation is derived by using the Rayleigh-Ritz method. The relation between elastic buckling strength and bracing stiffness are presented when the member is subjected to axial force and end moments when the bracing is attached at the midspan of the member. The relation between the compressive force and the required bracing stiffness in order that the deflection and the torsional angle at the bracing point are zero and the equation to obtain the required bracing stiffness is presented.
収録刊行物
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- 日本建築学会構造系論文集
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日本建築学会構造系論文集 80 (712), 927-937, 2015
日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1390001205604622976
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- NII論文ID
- 130005086975
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 026523359
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可