一种新型半主动滚动调谐质量减振器用于结构减振

IF 5.1 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Shayan Mazloom, Amir K. Ghorbani-Tanha
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引用次数: 0

摘要

本研究介绍了一种新型的半主动滚动调谐质量阻尼器(SARTMD),它比传统的调谐质量阻尼器(TMDs)更有效地减轻结构振动,其主要目标是在不影响性能的情况下显著降低减振器质量。该装置结合了平移和旋转运动,具有两个关键的创新:(i)一个伞状机构,通过改变次级质量的半径来动态调整惯性矩,允许实时频率调谐;(ii)一个行星齿轮箱,将初级滚动质量的旋转传递给次级质量,增加其角速度。这种配置可以在保持高控制效率的同时大幅降低质量比。建立了受旋转机械谐波激励的单自由度结构的数值模型,以评价系统的性能。采用基于短时傅里叶变换(STFT)的控制算法,连续匹配SARTMD的固有频率与主导激励频率。进行参数研究以确定系统参数的最佳范围。仿真结果表明,与非受控系统相比,SARTMD的峰值位移、速度和加速度分别降低了76.4%、77.4%和77.9%,均方根响应降低了91%以上。与传统的TMD相比,它的峰值排量减少了66%,而质量仅为30%。鲁棒性分析证实,在高达30%的频率失谐下,系统仍能保持有效的性能。这些结果证实,在空间或重量受限的应用中,SARTMD为结构振动缓解提供了一种轻量级、自适应且高效的替代方案。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

An Innovative Semiactive Rolling Tuned Mass Damper for Structural Vibration Mitigation

An Innovative Semiactive Rolling Tuned Mass Damper for Structural Vibration Mitigation

This study introduces a novel semiactive rolling tuned mass damper (SARTMD) developed to mitigate structural vibrations more efficiently than conventional tuned mass dampers (TMDs), with a primary objective of significantly reducing absorber mass without compromising performance. The proposed device combines translational and rotational motions, featuring two key innovations: (i) an umbrella-like mechanism that dynamically adjusts the moment of inertia by varying the radius of a secondary mass, allowing real-time frequency tuning, and (ii) a planetary gearbox that transmits the rotation of a primary rolling mass to the secondary mass, increasing its angular velocity. This configuration enables substantial mass ratio reduction while maintaining high control effectiveness. A numerical model of a single-degree-of-freedom (SDOF) structure subjected to harmonic excitation from rotating machinery is developed to evaluate the system’s performance. A short-time Fourier transform (STFT)-based control algorithm is implemented to continuously match the SARTMD’s natural frequency with the dominant excitation frequency. Parametric studies are conducted to identify optimal ranges for the system’s parameters. Simulation results show that, compared to an uncontrolled system, the SARTMD reduces the peak displacement, velocity, and acceleration by 76.4%, 77.4%, and 77.9%, respectively, and lowers RMS responses by over 91%. Compared to a traditional TMD, it achieves 66% greater peak displacement reduction while using only 30% of the mass. Robustness analysis confirms that the system maintains effective performance under up to 30% frequency detuning. These results confirm that the SARTMD offers a lightweight, adaptive, and highly efficient alternative for structural vibration mitigation in applications with space or weight constraints.

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来源期刊
Structural Control & Health Monitoring
Structural Control & Health Monitoring 工程技术-工程:土木
CiteScore
9.50
自引率
13.00%
发文量
234
审稿时长
8 months
期刊介绍: The Journal Structural Control and Health Monitoring encompasses all theoretical and technological aspects of structural control, structural health monitoring theory and smart materials and structures. The journal focuses on aerospace, civil, infrastructure and mechanical engineering applications. Original contributions based on analytical, computational and experimental methods are solicited in three main areas: monitoring, control, and smart materials and structures, covering subjects such as system identification, health monitoring, health diagnostics, multi-functional materials, signal processing, sensor technology, passive, active and semi active control schemes and implementations, shape memory alloys, piezoelectrics and mechatronics. Also of interest are actuator design, dynamic systems, dynamic stability, artificial intelligence tools, data acquisition, wireless communications, measurements, MEMS/NEMS sensors for local damage detection, optical fibre sensors for health monitoring, remote control of monitoring systems, sensor-logger combinations for mobile applications, corrosion sensors, scour indicators and experimental techniques.
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