The effect of biaxial bending-shear force reversals and varying axial load on the shear resisting behavior of short reinforced concrete columns was experimentally investigated. The short columns with square section were cyclically deflected along their principal axes and their diagonals to produce biaxial bending-shear under uniaxial loadings. The results from 10 tests were considered. It was concluded that the shear strength of short columns under varying axial load could be estimated using existing existing empirical formulae and, in case of high axial stress, the shear strength of column loaded diagonally was 5~6 % lower than that of the column loaded along the principal axis.
雑誌名
Transactions of the Japan Concrete Institute
巻
12
ページ
347 - 354
発行年
1990-12
出版者
Japan Concrete Institute
論文ID（NAID）
http://ci.nii.ac.jp/naid/120004469964
日本十進分類法
511
ISSN
09118985
書誌レコードID
AA10793912
権利
Copyright 1990 Japan Concrete Institute. This article may be downloaded for personal use only. Any other use requires prior permission of the author and the Japan Concrete Institute.
Shear Resisting Behavior of Short Reinforced Concrete Columns under Biaxial Bending-Shear and Varying Axial Load
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