首页> 外文会议>Conference on active and passive smart structures and integrated systems >Use of inerter devices for weight reduction of tuned mass-dampers for seismic protection of multi-storey buildings: the tuned mass-damper-interter (TMDI)
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Use of inerter devices for weight reduction of tuned mass-dampers for seismic protection of multi-storey buildings: the tuned mass-damper-interter (TMDI)

机译:使用惯性装置减轻多层建筑地震防护的调谐质量阻尼器的重量:调谐质量阻尼器-干扰器(TMDI)

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This paper explores the practical benefits of the recently proposed by the authors tuned mass-damper-inerter (TMDI) visa-vis the classical tuned mass-damper (TMD) for the passive vibration control of seismically excited linearly building structures assumed to respond linearly. Special attention is focused on showcasing that the TMDI requires considerably reduced attached mass/weight to achieve the same vibration suppression level as the classical TMD by exploiting the mass amplification effect of the ideal inerter device. The latter allows for increasing the inertial property of the TMDI without a significant increase to its physical weight. To this end, novel numerical results pertaining to a seismically excited 3-storey frame building equipped with optimally designed TMDIs for various values of attached mass and inertance (i.e., constant of proportionality of the inerter resisting force in mass units) are furnished. The seismic action is modelled by a non-stationary stochastic process compatible with the elastic acceleration response spectrum of the European seismic code (Eurocode 8), while the TMDIs are tuned to minimize the mean square top floor displacement. It is shown that the TMDI achieves the same level of performance as an unconventional "large mass" TMD for seismic protection (i.e., more than 10% of attached mass of the total building mass), by incorporating attached masses similar to the ones used for controlling wind-induced vibrations via TMDs (i.e., l%-5% of the total building mass). Moreover, numerical data from response history analyses for a suite of Eurocode 8 compatible recorded ground motions further demonstrate that optimally tuned TMDIs for top floor displacement minimization achieve considerable reductions in terms of top floor acceleration and attached mass displacement (stroke) compared to the classical TMD with the same attached mass.
机译:本文探讨了最近由作者提出的调谐质量阻尼器(TMDI)签证相对于经典调谐质量阻尼器(TMD)提出的,对地震激励线性建筑假定为线性响应的被动振动进行控制的实际好处。特别注意的是,通过利用理想的惯性装置的质量放大效应,TMDI需要显着降低的附着质量/重量,以达到与传统TMD相同的振动抑制水平。后者允许增加TMDI的惯性,而不会显着增加其物理重量。为此,提供了与地震激励的三层框架建筑物有关的新颖数值结果,该建筑物配备了针对各种附着质量和惯性值(即,惯性抵抗力的质量单位成比例常数)而优化设计的TMDI。地震作用是通过与欧洲地震法规(Eurocode 8)的弹性加速度响应谱兼容的非平稳随机过程来建模的,而TMDI则经过了调整以使均方顶楼位移最小。结果表明,TMDI通过结合与用于地震防护的非常规“大质量” TMD的性能相同的性能水平(即,占建筑总质量的附着质量的10%以上),达到了同等水平的性能。通过TMD控制风引起的振动(即总建筑质量的1%-5%)。此外,来自响应历史分析的一组与Eurocode 8兼容的记录的地面运动的数值数据进一步表明,与传统的TMD相比,优化调整后的TMDI以最小化顶层位移可以实现顶层加速度和附着质量位移(行程)的显着降低。具有相同的附着质量。

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