Development of Recursive Subspace Identification for Real-Time Structural Health Monitoring under Seismic Loading

Shieh-Kung Huang, Fu-Chung Chi
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Abstract

Structural health monitoring (SHM) can continuously and nondestructively evaluate the state and performance of structures using the structural responses to external loads or environmental conditions. Moreover, online or real-time SHM of civil structures provides significant advantages over periodic or manual inspection methods, especially under disaster loadings, where the consequences of failure can be severe. To achieve it, performing system identification and damage detection recursively, said recursive subspace identification (RSI), is a promising solution, and SHM based on the algorithms can evaluate damage or deterioration of civil structures, give insight into the health and performance of a structural system, and provide valuable information for decision-making on maintenance and repair. However, the time-consuming decompositions frustrate these algorithms. As a compromise, additional processing is required to implement online and real-time applications. This study demonstrates a modified algorithm that takes advantage of the projection approximation subspace tracking (PAST) algorithm and the repeated system matrices in the extended observability matrix. The modification can reduce numerical decompositions and improve important timeliness for online or real-time SHM of civil structures. Both the numerical simulation and experimental investigation have been used to verify the proposed method, and the results show its capability to determine the changes in the dynamic characteristics of a structure in either the laboratory experiment or in the field application. In the last place, the discussion and some conclusions are also drawn in this paper.
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开发用于地震荷载下实时结构健康监测的递归子空间识别技术
结构健康监测(SHM)可以利用结构对外部荷载或环境条件的响应,对结构的状态和性能进行连续和非破坏性的评估。此外,与定期或人工检测方法相比,民用结构的在线或实时 SHM 具有显著优势,尤其是在灾害荷载下,因为在灾害荷载下,结构失效的后果可能非常严重。基于该算法的 SHM 可以评估民用结构的损坏或劣化情况,深入了解结构系统的健康状况和性能,并为维护和维修决策提供有价值的信息。然而,耗时的分解使这些算法受挫。作为折中方案,需要额外的处理来实现在线和实时应用。本研究展示了一种改进算法,它利用了投影近似子空间跟踪(PAST)算法和扩展可观测性矩阵中的重复系统矩阵。该改进算法可以减少数值分解,并提高民用结构在线或实时 SHM 的重要时效性。数值模拟和实验研究都被用来验证所提出的方法,结果表明该方法能够在实验室实验或现场应用中确定结构动态特性的变化。最后,本文还进行了讨论并得出了一些结论。
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