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Effects of Bearing Type on Seismic Response of Small Base Isolation System Using Friction Bearings

Effects of Bearing Type on Seismic Response of Small Base Isolation System Using Friction Bearings
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摘要 In this study, dynamic characteristics of the small base isolation system using new friction bearings are investigated by excitation experiment, and compared to other one using previous bearings. Peak amplitude of the acceleration response waves on the small base isolation system is decreased to about 10%-25% compared to the input waves. Also root mean square amplitude is decreased to about 10%-40%. In case of the ball embedded a cylindrical sponge, the new bearing, the damping ratio increases with increasing width of the cylindrical sponge. The natural frequency does not change. On the other hand, in case of the marble plate that is previous bearing, the damping ratio increases with increasing curvature radius of the marble plate, the natural frequency also increases. Therefore, the small base isolation system using new friction bearing provides better performance. The responses of the base isolation system indicate nonlinier effects by friction force.
出处 《Journal of Civil Engineering and Architecture》 2014年第3期261-267,共7页 土木工程与建筑(英文版)
关键词 Small base isolation system friction bearing peak amplitude natural frequency damping ratio. 基础隔震系统 摩擦力 轴承 地震反应 型号 固有振动频率 动态特性 发生变化
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