Semi-active control of smart tuned mass damper using empirical mode decomposition and Hilbert transform algorithm

机译：基于经验模态分解和希尔伯特变换算法的智能调谐质量阻尼器的半主动控制

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A new control algorithm has been developed based on Empirical Mode Decompositionrnand Hilbert Transform for an innovative smart variable stiffness tuned mass damper (SAIVSTMD)rndeveloped by the authors. The system has the distinct advantage of retuning in real time thusrnmaking the system robust to changes in building stiffness and damping, whereas the passive tunedrnmass damper (TMD) can only be tuned to a fixed frequency. SAIVS system requires nominalrnpower for operation as compared to active tuned mass dampers. Nonlinear time varying analyticalrnmodel, with smart tuned mass damper, has been developed. Numerical simulations have been performedrnusing the analytical model. Empirical mode decomposition (EMD) method and HilbertrnTransform (HT) have been used to perform system identification and frequency estimation. ThernSAIVS-TMD was retuned using new control algorithms based on EMD, HT, and instantaneousrnfrequency. Numerical simulation and shaketable test results are presented. It is shown that thernSAIVS-TMD is very effective in reducing the response and providing retuning capability when thernbuilding stiffness changes, whereas the TMD is mistuned and loses its effectiveness.

机译：作者开发了一种基于经验模式分解和希尔伯特变换的控制算法，用于创新的智能变刚度调谐质量阻尼器（SAIVSTMD）。该系统具有实时重新调谐的独特优势，从而使系统对建筑物刚度和阻尼的变化具有鲁棒性，而被动调谐阻尼器（TMD）只能调谐到固定频率。与有源调谐质量阻尼器相比，SAIVS系统需要标称功率才能运行。已经开发了带有智能调谐质量阻尼器的非线性时变分析模型。使用解析模型进行了数值模拟。经验模式分解（EMD）方法和HilbertrnTransform（HT）已用于执行系统识别和频率估计。 SAIVS-TMD使用基于EMD，HT和瞬时频率的新控制算法进行了重新调谐。给出了数值模拟和可振动测试结果。结果表明，当建筑刚度发生变化时，SAIVS-TMD在降低响应和提供重调能力方面非常有效，而TMD则被混淆并失去了有效性。

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来源
《International conference on structural safety and reliability;ICOSSAR'01》|2001年|p.1-8|共8页
会议地点 Newport Beach CA(US);Newport Beach CA(US)
作者
Satish Nagarajaiah; Nadathur Varadarajan;
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作者单位

Dept. of Civil Engineering, Rice University, 6100 Main Street, Houston, TX 77005;

Dept. of Civil Engineering, Rice University, 6100 Main Street, Houston, TX 77005;

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会议组织
原文格式 PDF
正文语种 eng
中图分类工程力学;结构稳定理论;
关键词
smart; variable stiffness; tuned mass damper; empirical mode decomposition; Hilbert transform; control algorithm; adaptive retuning; analytical model; shake table tests;

机译：智能;可变刚度;调谐质量阻尼器;经验模态分解;希尔伯特变换;控制算法;自适应调谐;分析模型;振动台试验;

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专利

1. Adaptive passive, semiactive, smart tuned mass dampers: identification and control using empirical mode decomposition, hilbert transform, and short-term fourier transform [J] . S. Nagarajaiah Structural Control and Health Monitoring: The Journal of International Association for Structural Control and Monitoring . 2009,第7a8期

机译：自适应被动，半主动，智能调谐质量阻尼器：使用经验模式分解，希尔伯特变换和短期傅立叶变换进行识别和控制
2. Wind response control of building with variable stiffness tuned mass damper using empirical mode decomposition/Hilbert transform [J] . Varadarajan N, Nagarajaiah S Journal of Engineering Mechanics . 2004,第4期

机译：基于经验模态分解/希尔伯特变换的变刚度调谐质量阻尼器建筑风响应控制
3. Performance of fixed-parameter control algorithms on high-rise structures equipped with semi-active tuned mass dampers [J] . Demetriou Demetris, Nikitas Nikolaos, Tsavdaridis Konstantinos Daniel The Structural Design of Tall and Special Buildings . 2016,第7期

机译：固定参数控制算法在配备半主动调谐质量阻尼器的高层结构上的性能
4. RESPONSE CONTROL OF BUILDING WITH VARIABLE STIFFNESS TUNED MASS DAMPER USING EMPIRICAL MODE DECOMPOSITION AND HILBERT TRANSFORM ALGORITHM [C] . Nadathur Varadarajan, Satish Nagarajaiah ASCE Engineering Mechanics Conference . 2003

机译：具有经验模型分解的变量刚度调谐质量阻尼器建筑物的响应控制及HILBERT变换算法
5. Structural Vibration Control of Nonlinear Systems Using the Smart Tuned Mass Damper (STMD) and the Nonlinear Tuned Mass Damper (NTMD) in Parallel. [D] . Sun, Chao. 2013

机译：使用智能调谐质量阻尼器（STMD）和非线性调谐质量阻尼器（NTMD）并联进行非线性系统的结构振动控制。
6. Study on optimization algorithm of tuned mass damper parameters to reduce vehicle-bridge coupled vibration [O] . Jianwei Liu, Dejian Li, Peng Yu 2012

机译：调谐质量阻尼器参数减少车桥耦合振动的优化算法研究
7. Performance of Fixed-Parameter Control Algorithms on High-Rise Structures Equipped with Semi-Active Tuned Mass Dampers [O] . Demetriou D, Nikitas N, Tsavdaridis KD 2016

机译：具有半主动调谐质量阻尼器的高层结构固定参数控制算法的性能

Semi-active control of smart tuned mass damper using empirical mode decomposition and Hilbert transform algorithm

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