Six reinforced concrete shear wall models were built and tested to investigate effects of cyclic lateral loading and an eccentric tensile axial force on their shear strength behavior. The following are confirmed from this test result. When the elongation at the bottom of the boundary column on the compression side for a lateral force is small, the shear strength of shear walls subjected to a tensile axial force at the boundary column can be evaluated by conventional shear strenght equations, regardless of cycilc lateral loading and the eccentric tensile axial force. However when this elongation of the boundary column increases, the test maximum value is much lower than the value calculated from conventional equations.
雑誌名
Transactions of the Japan Concrete Institute
巻
23
ページ
351 - 358
発行年
2002-02
出版者
Japan Concrete Institute
論文ID（NAID）
http://ci.nii.ac.jp/naid/120004469961
日本十進分類法
511
ISSN
09118985
書誌レコードID
AA10793912
権利
Copyright 2002 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 Strength of Reinforced Concrete Shear Walls under Eccentric Tensile Axial Force
tjci23_351_2002.pdf
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