实时混合仿真中的时滞动力学:谱分解和基于能量的评估

IF 5 2区 工程技术 Q1 ENGINEERING, CIVIL
Liang Huang, Zhiwei Tang, Cheng Chen, Tong Guo
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引用次数: 0

摘要

实时混合仿真(RTHS)本质上是一个具有内在时滞的反馈系统,可以用延迟微分方程(DDE)对其进行精确建模。时间延迟的存在引入了无限维动力学,使相关误差的分析复杂化。虽然时间延迟是一个关键的实验缺陷,但它对结构振动的定量影响仍然没有得到充分的了解。为了解决这一差距,我们提出了线性RTHS系统的光谱分解框架。该方法将延迟系统分解为一组有限的单自由度(SDOF)系统,从而能够系统地分析延迟引起的影响,包括频移、杂散模式产生和能量再分配。我们建立了将时间延迟与子结构分配和激励特性联系起来的明确关系。基于这些见解,我们提出了三种误差缓解策略:(1)最小化致动器延迟,(2)减小实验子结构比,以及(3)优化外部激励和系统响应之间的光谱对齐。此外,我们引入了两个基于能量的评价指标-具有相应的公差-来量化时间延迟对总能量输入和输入能量模态浓度的影响。通过数值模拟和物理实验验证了该方法的有效性,从模态和能量的角度对RTHS误差机制提供了新的见解。RTHS可以被描述为DDE。本文介绍了将DDE的动态特性投影到各个模态的谱分解方法。从模态和能量的角度,该方法可以评估和量化由时延引起的能量输入在测试系统固有模态和杂散模态之间的分布情况。有效的误差控制方法有三种:(1)减小致动器延迟;(2)减小实验子结构的比例;(3)外部激励与系统响应的坐标谱。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Time Delay-Induced Dynamics in Real-Time Hybrid Simulation: Spectral Decomposition and Energy-Based Evaluation

Time Delay-Induced Dynamics in Real-Time Hybrid Simulation: Spectral Decomposition and Energy-Based Evaluation

Real-time hybrid simulation (RTHS) inherently functions as a feedback system with intrinsic time delays, which can be accurately modeled using a delay differential equation (DDE). The presence of time delays introduces infinite-dimensional dynamics, complicating the analysis of associated errors. While time delay represents a key experimental imperfection, its quantitative influence on structural vibration remains insufficiently understood. To address this gap, we propose a spectral decomposition framework for linear RTHS systems. This method decomposes the delay system into a finite set of single-degree-of-freedom (SDOF) systems, enabling systematic analysis of delay-induced effects, including frequency shifts, spurious mode generation, and energy redistribution. We establish explicit relationships linking time delay to substructural partitioning and excitation characteristics. Based on these insights, we propose three error mitigation strategies: (1) minimizing actuator delay, (2) reducing the experimental substructure ratio, and (3) optimizing spectral alignment between external excitation and system response. Additionally, we introduce two energy-based evaluation metrics—with corresponding tolerances—to quantify the influence of time delay on total energy input and the modal concentration of input energy. The effectiveness of the proposed approach is validated through numerical simulations and physical experiments, offering novel insights into RTHS error mechanisms from modal and energetic perspectives.

Summary

  • RTHS can be described as a DDE. This study introduced the spectral decomposition method for projecting the dynamic behavior of DDE to individual modes.
  • From the mode and energy perspective, this method can evaluate and quantify how the energy input caused by time-delay is distributed between the inherent and the spurious modes of test system.
  • Three ways are effective for error control: (1) reduce the actuator delay, (2) reduce the ratio of experimental substructure, and (3) coordinate spectrums of external excitation and system response.
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来源期刊
Earthquake Engineering & Structural Dynamics
Earthquake Engineering & Structural Dynamics 工程技术-工程:地质
CiteScore
7.20
自引率
13.30%
发文量
180
审稿时长
4.8 months
期刊介绍: Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following: ground motions for analysis and design geotechnical earthquake engineering probabilistic and deterministic methods of dynamic analysis experimental behaviour of structures seismic protective systems system identification risk assessment seismic code requirements methods for earthquake-resistant design and retrofit of structures.
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