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Response of vibration-isolated object to ground motions with intense vertical accelerations

机译:隔振物体对地面运动的强烈垂直加速度响应

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摘要

This paper reports the results of shaking table tests performed to assess the response of an object placed on a vibration isolator to intense ground motions whose peak accelerations are close to or over the gravity acceleration in both vertical and horizontal directions. The passive vertical and horizontal vibration isolator, developed by the authors, has rolling load-bearing elements and constant-force springs to provide piecewise-constant restoring forces. First, we performed shaking table tests, wherein only the horizontal vibration was isolated. An unexpected finding from the tests is that, when the vibration isolator was subjected to ground motions with intense vertical accelerations, not only vertical but also horizontal accelerations were amplified. This led to a large rocking response or overturning of the object placed on the vibration isolator. A likely reason for the amplification is rocking of the upper portion of the vibration isolator above the rolling load-bearing elements induced by intense vertical accelerations. Next, we performed shaking table tests, wherein both vertical and horizontal vibrations were isolated. In this case, the vertical as well as horizontal accelerations were significantly reduced and the rocking response of the vibration-isolated object was suppressed. These results suggest potential risks in conventional horizontal vibration isolators having rolling load-bearing elements when they are subjected to ground motions with intense vertical accelerations. The results also demonstrate the effectiveness of vertical vibration isolation to avoid such risks.
机译:本文报告了进行振动台测试的结果,该测试用于评估放置在隔振器上的物体对剧烈地面运动的响应,剧烈地面运动的峰值加速度在垂直和水平方向上均接近或超过重力加速度。作者开发的无源垂直和水平振动隔离器具有滚动承重元件和恒力弹簧,以提供分段恒定的恢复力。首先,我们进行了振动台测试,其中仅水平振动被隔离。从测试中得出的意外发现是,当隔振器经受强烈垂直加速度的地震动时,不仅垂直加速度而且水平加速度都被放大。这导致放置在隔振器上的物体产生较大的摇摆响应或倾覆。放大的可能原因是,由于强烈的垂直加速度,防振装置的上部在滚动的承重元件上方摇摆。接下来,我们进行了振动台测试,其中隔离了垂直和水平振动。在这种情况下,垂直加速度和水平加速度都显着降低,并且隔振物体的摇摆响应得到了抑制。这些结果表明,当传统的水平隔振器承受剧烈的垂直加速度的地震动时,它们具有滚动承重元件的潜在风险。结果还证明了垂直振动隔离可避免此类风险的有效性。

著录项

  • 来源
    《Engineering Structures》 |2011年第12期|p.3610-3619|共10页
  • 作者单位

    Department of Architecture and Architectural Engineering, Kyoto University, Katsura, Nishikyo, Kyoto 615-8540, Japan;

    Department of Architecture and Architectural Engineering, Kyoto University, Katsura, Nishikyo, Kyoto 615-8540, Japan;

    Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, 205 N. MathewsAve., Urbana, IL 61801, USA;

    Department of Architecture, Kansai University, Yamatecho, Suita, Osaka 564-8680, Japan;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    vibration isolation; vertical ground motion; rolling load-bearing element; constant-force spring;

    机译:隔振;垂直地面运动;滚动承重元件;恒力弹簧;

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