日本建築学会技術報告集
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
一軸振動台加振実験に基づく実大在来工法2階建て木造住宅における振動特性の振幅依存性(構造)
入江 康隆所 栄一
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ジャーナル フリー

2006 年 12 巻 24 号 p. 115-118

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抄録
In order to obtain the amplitude dependency of dynamic characteristics of a two storied contemporary timber house, vibration table tests were carried out. The main results are shown below. Natural frequency of the house becomes small as the vibration force becomes large. Contraraly, damping coefficient becomes large as the vibration force becomes large. Torsional angle between first and second floor becomes large as the vibration force becomes large, and this angle is larger than that between second and third floor.
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© 2006 日本建築学会
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