石运东, 杜洋, 韩庆华, 韦鑫, 吴昊, 刘铭劼, 唐贞云. 半主动控制三维缩尺隔振楼板系统振动台试验研究[J]. 工程力学, 2021, 38(7): 99-107, 119. DOI: 10.6052/j.issn.1000-4750.2020.07.0483
引用本文: 石运东, 杜洋, 韩庆华, 韦鑫, 吴昊, 刘铭劼, 唐贞云. 半主动控制三维缩尺隔振楼板系统振动台试验研究[J]. 工程力学, 2021, 38(7): 99-107, 119. DOI: 10.6052/j.issn.1000-4750.2020.07.0483
SHI Yun-dong, DU Yang, HAN Qing-hua, WEI Xin, WU Hao, LIU Ming-jie, TANG Zhen-yun. SHAKING TABLE TESTING ON A SCALED SEMI-ACTIVE CONTROLLED THREE-DIMENSIONAL FLOOR ISOLATION SYSTEM[J]. Engineering Mechanics, 2021, 38(7): 99-107, 119. DOI: 10.6052/j.issn.1000-4750.2020.07.0483
Citation: SHI Yun-dong, DU Yang, HAN Qing-hua, WEI Xin, WU Hao, LIU Ming-jie, TANG Zhen-yun. SHAKING TABLE TESTING ON A SCALED SEMI-ACTIVE CONTROLLED THREE-DIMENSIONAL FLOOR ISOLATION SYSTEM[J]. Engineering Mechanics, 2021, 38(7): 99-107, 119. DOI: 10.6052/j.issn.1000-4750.2020.07.0483

半主动控制三维缩尺隔振楼板系统振动台试验研究

SHAKING TABLE TESTING ON A SCALED SEMI-ACTIVE CONTROLLED THREE-DIMENSIONAL FLOOR ISOLATION SYSTEM

  • 摘要: 为降低大型地震模拟振动台试验时所引起的振动对振动台实验室以及周边建筑结构内的机床以及精密仪器的影响,提高结构内人员的舒适度,建立了一种频率相关的半主动控制三维隔振楼板系统。提出了一种基于楼板输入加速度主频的on-off半主动控制方法以及相应的频率在线检测方法,开展了振动台试验,进行了正弦波与地震动引起振动的加载。试验结果表明:所提出的频率在线检测方法可以快速有效地检测输入振动波的主频,根据此频率进行的半主动控制可以有效降低楼板的振动响应。为了提高控制效果,实际应用中应尽量降低磁流变阻尼器在低阻尼力模式时的阻尼。

     

    Abstract: In order to reduce the influence of vibrations caused by large shaking table testing to machine tools and precision instruments, etc. in shaking table laboratory and surrounding structures and improve the comfort of the people inside the structures, a frequency dependent and semi-active controlled three-dimensional (3D) floor isolation system was established. An on-off control method was proposed based on the dominant frequency of the input acceleration obtained by an online frequency detection method. Shaking table tests were conducted with vibrations caused by sinusoidal and earthquake type shakings. The test results show that the online frequency detection method can quickly and effectively detect the dominant frequency of the input motion, and the semi-active control can effectively reduce the floor vibrations with the detected frequency information. To improve the control efficiency in practice, the damping of the MR damper in the low damping force mode should be controlled as low as possible.

     

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