工程抗震与加固改造2024,Vol.46Issue(5) :108-114,140.DOI:10.16226/j.issn.1002-8412.2024.05.013

高耸结构调谐质量阻尼器附加有效阻尼比的计算方法研究

Study on calculation method of additional effective damping ratio of TMD in tall and slender structures

刘雪兵 区彤 林松伟 杨新 刘彦辉
工程抗震与加固改造2024,Vol.46Issue(5) :108-114,140.DOI:10.16226/j.issn.1002-8412.2024.05.013

高耸结构调谐质量阻尼器附加有效阻尼比的计算方法研究

Study on calculation method of additional effective damping ratio of TMD in tall and slender structures

刘雪兵 1区彤 1林松伟 2杨新 1刘彦辉3
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作者信息

  • 1. 广东省建筑设计研究院有限公司,广东广州 510010
  • 2. 广东省建筑设计研究院有限公司,广东广州 510010;广州大学土木工程学院,广东广州 510006
  • 3. 广州大学土木工程学院,广东广州 510006
  • 折叠

摘要

为研究高耸结构TMD附加有效阻尼比计算方法的适用性,建立了设置TMD和不设置TMD的某高耸结构ETABS模型,采用规范法、时变法、自由衰减法分别计算了 TMD的附加有效阻尼比,并开展了振动台试验,根据试验结果得到了 TMD的附加有效阻尼比.研究结果表明:评估高耸结构TMD的附加有效阻尼比时,计算方法可以采用时变法、自由衰减法;振动台试验法得到的附加有效阻尼比较为可靠,建议开展振动台试验进行验证.

Abstract

In order to study the applicability of the calculation method of additional effective damping ratio of TMD in high-rise structures,the ETABS models of a high-rise structure with TMD and without TMD were established.The additional effective damping ratio of TMD was calculated using the specification method,the time-varying method,and the free attenuation method,respectively.The shaking table test was carried out,and the additional effective damping ratio of TMD was obtained according to the test results.The research results show that:Time varying method and free attenuation method can be used to evaluate the additional effective damping ratio of a high-rise structure with TMD;The additional effective damping ratio obtained by the shaking table test method is reliable,and it is recommended to carry out shaking table test to verify it.

关键词

附加有效阻尼比/TMD/高耸结构/时变法/振动台

Key words

additional effective damping ratio/TMD/towering structure/time-varying method/shaking table

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基金项目

国家自然科学基金(52178466)

出版年

2024
工程抗震与加固改造
中国建筑学会 中国建筑科学研究院

工程抗震与加固改造

CSTPCD北大核心
影响因子:0.502
ISSN:1002-8412
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