Accurate force evaluation in prestressed cable-strut structures: A robust sparse Bayesian learning method with feedback-driven error optimization

IF 6.4 1区 工程技术 Q1 ENGINEERING, CIVIL Engineering Structures Pub Date : 2025-05-01 Epub Date: 2025-02-16 DOI:10.1016/j.engstruct.2025.119878
Yao Chen , Haodong Zhou , Jiangjun Gao , Zhengliang Shen , Tianyu Xie , Pooya Sareh
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Abstract

Force evaluation is critical to ensuring the safety of cable-strut structures during service. This study employs dynamic testing to assess the internal forces resulting from cable relaxation in prestressed cable-strut structures. A cross-model cross-mode algorithm is utilized to establish a cable force evaluation model. This approach broadens the range of available modes and addresses mismatches between modes before and after cable force loss. To enhance the accuracy and reliability of the force evaluation, a robust sparse Bayesian learning method is proposed. Measurement noise is modeled as a mixture of Gaussian distributions rather than a single Gaussian distribution, enabling a more precise representation of uncertainties in force evaluation. Furthermore, a feedback-driven error optimization process is introduced to minimize residuals through multiple linear iterations. Numerical simulations demonstrate that the proposed method achieves greater evaluation accuracy compared to existing sparse Bayesian approaches. Comparative analyses under varying noise levels reveal that the proposed method is robust and effectively reduces the impact of measurement noise.
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基于反馈驱动误差优化的鲁棒稀疏贝叶斯学习方法在预应力索杆结构中的精确力评估
索杆受力评估是保证索杆结构安全运行的关键。本文采用动力试验方法对预应力索杆结构中索松弛引起的内力进行了评估。采用交叉模型交叉模态算法建立索力评估模型。这种方法扩大了可用模式的范围,并解决了电缆力损失前后模式之间的不匹配问题。为了提高力评估的准确性和可靠性,提出了一种鲁棒稀疏贝叶斯学习方法。测量噪声建模为高斯分布的混合而不是单一高斯分布,从而能够更精确地表示力评估中的不确定性。引入了一种反馈驱动的误差优化过程,通过多次线性迭代使残差最小化。数值模拟结果表明,与现有的稀疏贝叶斯方法相比,该方法具有更高的评估精度。在不同噪声水平下的对比分析表明,该方法具有较强的鲁棒性,能有效降低测量噪声的影响。
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
期刊介绍: Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed. The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering. Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels. Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.
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