Optimal parameters of rotational inerter double tuned mass damper for different excitation and response combinations

IF 4.2 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Guanping Zhang , Yanhui Liu , Fulin Zhou , Ping Tan , Donà Marco
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引用次数: 0

Abstract

The Rotational Inerter Double Tuned Mass Damper (RIDTMD) is a vibration mitigation device derived by substituting the damping element in a conventional Tuned Mass Damper (TMD) with an inerter-based system. Under the same tuned mass ratio condition, RIDTMD has better vibration damping effectiveness than TMD. However, it is difficult to obtain the analytical solution of RIDTMD optimal parameters, which severely limits the application of RIDTMD in the engineering field. To address this problem, this study utilizes the Genetic Algorithm-Nonlinear Programming (GA-NLP) algorithm to obtain the analytical solution of RIDTMD, and the optimal parameters formulation of RIDTMD is given by numerical fitting technique. Under random force excitation, the optimal parameters of the RIDTMD are obtained based on optimization criteria H2 and H, with the displacement and acceleration of primary structure serving as the optimization objectives, respectively. The same method is used to obtain the optimal parameters of RIDTMD under base displacement excitation. Finally, the validity of the optimal parameters of RIDTMD was verified through frequency-domain analysis and time-domain analysis.
不同激励和响应组合下旋转式双调谐质量阻尼器的最优参数
旋转惯性器双调谐质量阻尼器(RIDTMD)是一种将传统调谐质量阻尼器(TMD)中的阻尼元件替换为基于惯性器的系统而衍生的减振装置。在相同调谐质量比条件下,RIDTMD比TMD具有更好的减振效果。然而,RIDTMD最优参数的解析解难以获得,严重限制了RIDTMD在工程领域的应用。针对这一问题,本文利用遗传算法-非线性规划(GA-NLP)算法得到了RIDTMD的解析解,并通过数值拟合技术给出了RIDTMD的最优参数表达式。在随机力激励下,以主结构位移和加速度为优化目标,基于优化准则H2和H∞得到RIDTMD的最优参数。用同样的方法得到了基底位移激励下RIDTMD的最优参数。最后,通过频域分析和时域分析验证了RIDTMD优化参数的有效性。
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来源期刊
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering 工程技术-地球科学综合
CiteScore
7.50
自引率
15.00%
发文量
446
审稿时长
8 months
期刊介绍: The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering. Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.
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