旋转惯性双调谐质量阻尼器对结构减震的参数解析优化及分析

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振动与冲击 ›› 2025, Vol. 44 ›› Issue (11) : 215-224.

地震科学与结构抗震

旋转惯性双调谐质量阻尼器对结构减震的参数解析优化及分析

罗一帆，郜健博，赵文韬，孙洪鑫*，刘巴黎，温青

作者信息 +

Parametric analytical optimization and analysis of structural seismic reduction using RIDTMD

LUO Yifan, GAO Jianbo, ZHAO Wentao, SUN Hongxin*, LIU Bali, WEN Qing

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文章历史 +

摘要

在被动控制装置中，经典调谐质量阻尼器（Tuned mass damper, TMD）是应用最为广泛的。然而经典TMD在实际安装使用中往往需要较大的附加质量和较大的安装空间，给实际应用带来不便。旋转惯性双调谐质量阻尼器（Rotational inertia double tuned mass damper, RIDTMD）是一种新型的、高效的振动控制装置，它利用了惯容的表观质量增效功能、以及调谐质量和调谐惯容的双重调谐效果，具有较好的减振性能和轻量化控制的特性。然而，当考虑到RIDTMD对基础激励下的主结构控制进行优化设计时，目前的设计方法基本都为数值法，不便应用。为解决上述问题，本文基于H_2优化理论，以主结构位移均方根值为目标函数，推导了RIDTMD减震系统的参数解析设计公式。在解析公式的基础上，通过频域和时域两种数值仿真方法分析了RIDTMD的减震性能和轻量化效果，验证了解析公式的准确性和适用性。仿真结果表明，在频域中，RIDTMD对主结构位移频响峰值控制和减震带宽均优于TMD，并具备轻量化和工作行程小的优势；在时域中，以5MW陆上风机为例，在实际地震波激励作用下，RIDTMD对塔筒一阶纵弯的均方根值和峰值减震均优于TMD，在相同性能指标下能实现较好的轻量化效果。

Abstract

Among the passive control devices, the classical tuned mass damper (TMD) is the most widely used. However, the classical TMD often requires large additional mass and large installation space in the actual installation and use, which brings inconvenience to the practical application. The rotational inertia double tuned mass damper (RIDTMD) is a new and efficient vibration control device, which utilizes the apparent mass enhancement function of the inerter and the double tuning effect of the tuning mass and the tuning inerter. Thus, it has good vibration reduction performance and lightweight control characteristics. However, when considering the optimization design of the main structure control under the base excitation by RIDTMD, the current design methods are basically numerical methods, which are inconvenient to apply. To solve the above problems, based on the H_2 optimization theory, the analytical design formulas of RIDTMD parameters were derived, with the root mean square value of the main structure displacement as the objective function. Based on the analytical formulas, the damping performance and lightweight effect of RIDTMD are analyzed by two numerical simulation methods in frequency domain and time domain, and the accuracy and suitability of the analytical formula are also verified.

导出引用

罗一帆, 郜健博, 赵文韬, 孙洪鑫, 刘巴黎, 温青. 旋转惯性双调谐质量阻尼器对结构减震的参数解析优化及分析[J]. 振动与冲击, 2025, 44(11): 215-224

LUO Yifan, GAO Jianbo, ZHAO Wentao, SUN Hongxin, LIU Bali, WEN Qing. Parametric analytical optimization and analysis of structural seismic reduction using RIDTMD[J]. Journal of Vibration and Shock, 2025, 44(11): 215-224

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