A lateral loading test of six reinforced concrete shear walls subjected to an eccentric tensile axial force was carried out to examine their shear behavior. Next facts ware confirmed on the shear strength of the walls subjected to an eccentric tensile axial force. The test results can be evaluat by the shear strength equation [2] considering axial tensile stress. The calculated values given by the (AIJ "Design Guidelines for Earthquake Resistant Reinforced Concrete Buildings Based on Inelastic Displacement Concept") equation [3] are a little lower than the test results.
雑誌名
Transactions of the Japan Concrete Institute
巻
22
ページ
369 - 376
発行年
2000-02
出版者
Japan Concrete Institute
論文ID（NAID）
http://ci.nii.ac.jp/naid/10007467730
日本十進分類法
511
ISSN
09118985
書誌レコードID
AA10793912
権利
Copyright 2000 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 Behavior of Reinforced Concrete Shear Walls under Tensile Axial Force with Eccentricity
tjci22_369_2000.pdf
(257.36KB)
