日本建築学会構造系論文集
Online ISSN : 1881-8153
Print ISSN : 1340-4202
ISSN-L : 1340-4202
座屈拘束ブレースを用いた既存RC造建築物の耐震補強における接合部のせん断耐力の実験的研究
大竹 誠寛稲田 達夫岩田 衛
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ジャーナル フリー

2012 年 77 巻 682 号 p. 1925-1931

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Buckling-restrained braces are used to a seismic retrofit of RC buildings. A connection between outer buckling-restrained braces and RC buildings is important for the seismic retrofit to be reliable. It is required for the connection to minimize shear displacements. The connection receives cyclic loads while the buckling-restrained brace absorbs seismic energy. Due to the suffering cyclic loads, an unexpected deterioration on the connection would proceed. The authors conducted cyclic loading tests of the connection. Basic information for the designing has been provided.
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© 2012 日本建築学会
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