Bayesian Approach for Damping Identification of Stay Cables Under Vortex-Induced Vibrations

IF 4.6 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Jiren Zhang, Zhouquan Feng, Jinyuan Dai, Yafei Wang, Xugang Hua, Wang-Ji Yan
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Abstract

As the span of cable-stayed bridges increases, so does the length of stay cables, making cable vortex-induced vibrations (VIVs) more prominent. This is particularly evident in higher-order multimodal VIVs, which are closely linked to the damping characteristics of the cables. Traditional operational modal analysis (OMA) methods often fail under VIV conditions due to the inadequacy of the white noise excitation assumption. Moreover, potential influences from ambient vibrations and noise contamination introduce further uncertainties into the identification results. This paper addresses these challenges by proposing a novel Bayesian method for damping identification from measured VIV responses. The proposed method, based on a single-degree-of-freedom (SDOF) vortex-induced force model and the statistical properties of the power spectral density of the VIV measurements, aims to enhance the accuracy of damping identification while effectively quantifying uncertainties of identified results. The efficacy of the proposed method is validated through simulated scenarios and applied to the field test of a stay cable in the Sutong Bridge. The results not only demonstrate the method’s high accuracy in identifying damping ratios under VIV but also highlight its capability to effectively quantify the uncertainties in the identification results. This method offers a reliable approach for investigating the evolution of damping in VIV of stay cables and enhances the understanding of the mechanisms behind higher-order multimodal VIV.

Abstract Image

涡激振动下斜拉索阻尼辨识的贝叶斯方法
随着斜拉桥跨径的增大,斜拉索长度也随之增大,使得斜拉索涡激振动(VIVs)更加突出。这在高阶多模态涡激振动中尤为明显,这与电缆的阻尼特性密切相关。传统的运行模态分析(OMA)方法由于没有充分考虑白噪声的激励假设,往往在涡激振动条件下失效。此外,环境振动和噪声污染的潜在影响给识别结果带来了进一步的不确定性。本文提出了一种新的贝叶斯方法,从测量的振动响应中识别阻尼,从而解决了这些挑战。该方法基于单自由度涡激力模型和涡激振动测量功率谱密度的统计特性,旨在提高阻尼识别的精度,同时有效量化识别结果的不确定性。通过模拟场景验证了该方法的有效性,并将其应用于苏通大桥斜拉索的现场试验。结果表明,该方法不仅具有较高的识别精度,而且能够有效地量化识别结果中的不确定性。该方法为研究斜拉索涡激振动阻尼的演变提供了可靠的途径,增强了对高阶多模态涡激振动机理的理解。
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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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