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
すべり免震支承の振動台実験と数値解析による応答低減効果の検証(その2)
井川 望米田 春美橘 英三郎楢府 龍雄
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ジャーナル フリー

2009 年 15 巻 31 号 p. 685-690

詳細
抄録
The sliding bearings are used for lightweight structures instead of the laminated rubber bearings. In many studies, the frictional coefficients of sliding bearings are assumed as less than 0.1. However, even if frictional coefficient is about 0.2, it may be effective for a big earthquake(max. acceleration > 200cm/s2). In this study, the effectiveness of sliding bearings made of surface-treated steel plates is examined under different conditions with an eccentricity, a pressure, an input wave and others. The reduction effect of response is proved by shaking table test, and the frictional coefficients are identified analytically.
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© 2009 日本建築学会
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