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タイトル: Response of vibration-isolated object to ground motions with intense vertical accelerations
著者: Araki, Yoshikazu  kyouindb  KAKEN_id  orcid https://orcid.org/0000-0001-9569-1753 (unconfirmed)
Kawabata, Shinya
Asai, Takehiko
Masui, Takeshi
著者名の別形: 荒木, 慶一
キーワード: Vibration isolation
Vertical ground motion
Rolling load-bearing element
Constant-force spring
発行日: Dec-2011
出版者: Elsevier Ltd.
誌名: Engineering Structures
巻: 33
号: 12
開始ページ: 3610
終了ページ: 3619
抄録: 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.
著作権等: © 2011 Elsevier Ltd.
This is not the published version. Please cite only the published version.
この論文は出版社版でありません。引用の際には出版社版をご確認ご利用ください。
URI: http://hdl.handle.net/2433/149609
DOI(出版社版): 10.1016/j.engstruct.2011.07.025
出現コレクション:学術雑誌掲載論文等

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