書誌事項
- タイトル別名
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- EXPERIMENTAL STUDIES ON BUCKLING STRENGTH OF ANGLES
- タンイツ ヤマカタコウ ノ ザクツタイリョク ニ カンスル ジッケンテキ ケンキュウ
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When simple steel angles are used the sub-members of a transmission tower, they are connected eccentrically with a main-member by bolts near the center of one of their flanges. In order to investigate the behavior, of angles subjected to compression under such circumstances, columns with ten different slenderness ratioo were loaded concentrically and eccentrically along the symmetric principal axes, along the non-symmetric principal axes and along the both principal axes, and the following conclusion has been drawn. Concerning with angles loaded concentrically, the experimental values agreed very well with the theoretical value of the flexual buckling in the direction of the symmetric axes, i.e. the Euler loads, for long columns and wtih the theoretical value of the flexual-torsional buckling based on the tangent modulus theory for angles with the moderate slenderness ratios. The ultimate strengths of angles loaded eccentrically along the symmetric principal axes agreed with the values obtained by Jezek's approximative formula. The ultimate strengths of angles loaded eccentrically along the non symmetric principal axes lie in the intermediate range bounded by the approximative formula mentioned above.
収録刊行物
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- 日本建築学会論文報告集
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日本建築学会論文報告集 100 (0), 34-40, 1964
一般社団法人 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
- 1390001205569330944
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- NII論文ID
- 110006157454
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- NII書誌ID
- AN0018882X
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- ISSN
- 24330027
- 03871185
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- NDL書誌ID
- 9155743
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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
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- 抄録ライセンスフラグ
- 使用不可