Analytical optimal design and performance evaluation of series tuned inerter damper for ground motion excited structures

IF 2.2 3区 工程技术 Q2 MECHANICS Archive of Applied Mechanics Pub Date : 2024-05-18 DOI:10.1007/s00419-024-02599-1
Ruoyu Zhang, Jizhong Huang, Meigen Cao
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Abstract

The series tuned inerter dampers (STID) with distributed inerters are proposed in this paper to suppress seismic response for ground motion excited structures with broadband characteristics. In order to reveal the mechanism of the STID for vibration mitigation, the dimensionless displacement objective function of a single degree of freedom structure equipped with an STID under random Gaussian white noise base excitations is thereupon derived. Based on the principle of the reasonable distribution of inertance, the analytical optimal design parameters of STID are obtained under constraint for total inerter-mass ratio. The vibration mitigation performance of the STID is evaluated and further compared with the tuned inerter damper (TID), tuned mass damper (TMD) and typical series dampers using same mass ratio or inerter-mass ratio when structure is subjected to harmonic and random excitation. Results demonstrate that the performance of structural vibration control and broadband characteristics of STID outperform both the TMD and TID. On the condition of same inerter-mass ratio, the deformation enhancement of damping element can be further increased compared with TID because of dual-tuning effect of series inerters. The higher vibration control performance of STID is realized by using very small nominal damping ratio compared with the TMD and TID. Meanwhile, there exist two grounded inerters in STID compared to other series dampers, and both two subsystems are not affected by base random acceleration excitation which also brings STID a wider VSB and better seismic response mitigation effect. Substantially, due to STID is a type of dual-grounded inerter-based device, for force and base acceleration excited main system, the optimal expressions are identical. Hence, STID can adapt to more complex practical engineering and random and diverse excitations. Hence, the STID can be deemed to be a broadband, high effectiveness and high-performance inerter system. Meanwhile, considering low damping, lightweight and flexible install of STID, it is easier for implementation in practical engineering.

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用于地动激励结构的串联调谐插入式阻尼器的分析优化设计和性能评估
本文提出了带有分布式阻尼器的串联调谐阻尼器(STID),用于抑制具有宽带特性的地动激励结构的地震响应。为了揭示 STID 的减震机理,本文推导了装有 STID 的单自由度结构在随机高斯白噪声基激励下的无量纲位移目标函数。根据惰性合理分布的原理,在总惰性质量比的约束下,得到了 STID 的分析最优设计参数。评估了 STID 的减振性能,并进一步将其与调谐惰性阻尼器 (TID)、调谐质量阻尼器 (TMD) 和使用相同质量比或惰性质量比的典型串联阻尼器在结构受到谐波和随机激励时的减振性能进行了比较。结果表明,STID 的结构振动控制性能和宽带特性优于 TMD 和 TID。在相同阻尼器质量比的条件下,由于串联阻尼器的双调谐效应,阻尼元件的变形增强效果比 TID 更强。与 TMD 和 TID 相比,STID 通过使用极小的额定阻尼比实现了更高的振动控制性能。同时,与其他串联阻尼器相比,STID 中存在两个接地抑制器,这两个子系统均不受基底随机加速度激励的影响,这也为 STID 带来了更宽的 VSB 和更好的地震响应缓解效果。更重要的是,由于 STID 是一种基于双接地电抗器的装置,对于力和基加速度激励的主系统,其最优表达式是相同的。因此,STID 可以适应更复杂的实际工程和随机多样的激励。因此,STID 可以被认为是一种宽带、高效和高性能的无励磁系统。同时,考虑到 STID 的低阻尼、轻质和灵活安装,它更易于在实际工程中实施。
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来源期刊
CiteScore
4.40
自引率
10.70%
发文量
234
审稿时长
4-8 weeks
期刊介绍: Archive of Applied Mechanics serves as a platform to communicate original research of scholarly value in all branches of theoretical and applied mechanics, i.e., in solid and fluid mechanics, dynamics and vibrations. It focuses on continuum mechanics in general, structural mechanics, biomechanics, micro- and nano-mechanics as well as hydrodynamics. In particular, the following topics are emphasised: thermodynamics of materials, material modeling, multi-physics, mechanical properties of materials, homogenisation, phase transitions, fracture and damage mechanics, vibration, wave propagation experimental mechanics as well as machine learning techniques in the context of applied mechanics.
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