日本建築学会技術報告集
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
構造
緩衝材入り筋かい金物を用いた筋かい耐力壁の地震応答の評価
古田 智基中尾 方人完山 利行
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ジャーナル フリー

2013 年 19 巻 42 号 p. 519-524

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抄録

A new type brace fastener which fastens the end of a diagonal wood brace to the end of column is developed for Post and Beam construction wooden houses. Since the brace fastener contains high damping rubber, it absorbs a displacement between the end of a wood brace and a column, damage of wood around wood screws is able to be minimized. On static shear loading test, allowable shear strength of a braced wood frame with the new brace fasteners was 4.4kN. From shake table test of a braced wood frame, it was found that a response displacement in the case of the one with the new brace fasteners was conservative in comparison with the case of the one using normal brace fasteners especially under large earthquake motion. Moreover, by means of earthquake response analysis, it was confirmed that the new brace fastener reduces a response displacement under several earthquake motions.

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© 2013 日本建築学会
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