日本建築学会構造系論文集
Online ISSN : 1881-8153
Print ISSN : 1340-4202
ISSN-L : 1340-4202
一定軸力・一方向せん断加力下における電縫鋼管柱の断面形状変形
浅里 和茂倉田 光春野内 英治
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2000 年 65 巻 533 号 p. 151-158

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A cross-section of cold-formed circular tube is easily deformed by the occurrence of local buckling under loads, which affects the collapse mechanism of the structure. However, few papers have been reported on the cross-sectional deformation of the tubular members. In this paper, axially loaded cold-formed circular tubes were subjected to a monotonic shear loading and the deformation mode of cross-sectional shape, and the cross-sectional deformation ratio of the cold-formed circular tubes in the axial direction at local buckling were clarified. In addition, the deformation mode in which the coefficient of the trigonometric function was assumed by employing the regression analysis and was suitable for experimental measurements.

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© 2000 日本建築学会
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