日本建築学会技術報告集
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
材料施工
誘発材に異形鉄筋を用いたRC造耐震壁縮小試験体の長期ひび割れ性状
松井 亮夫木村 仁井戸硲 勇樹谷 昌典西山 峰広
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ジャーナル フリー

2017 年 23 巻 53 号 p. 1-6

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This paper describes the result of long-term crack-inducing experiment on half-scaled four RC wall specimens. Compared to conventional crack control joints, the proposed crack control joints with crack-inducing bars could contribute to inducing shrinkage cracks within the joints more uniformly. As a result, the maximum crack width in the joints with crack-inducing bars was smaller than that in the conventional joints. A crack width estimation method proposed by Ohno et al. could accurately estimate the maximum crack widths of the specimens.

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© 2017 日本建築学会
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