日本建築学会技術報告集
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
CQC法を用いた免震系のねじれ応答変位評価に関する研究(構造)
半澤 徹也邵 立寺田 岳彦佐藤 孝典
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キーワード: 免震系, ねじれ応答, CQC法
ジャーナル フリー

2003 年 9 巻 18 号 p. 49-54

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The effect of a viscous damper on a dynamic response of a single story linear system with a uniaxial eccentricity is investigated. The main results are as follows : if dampers are installed effectively, torsional deflection can be made very small. Furthermore, as a result of examining the applicability of the CQC method, it turns out that the evaluation accuracy of a response is about 10%, when the elastic radius ratio became 1.2 or more. Moreover, the formula that gives the effective amount of arrangement of a damper is proposed.

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© 2003 日本建築学会
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