Chaves Estefanía, Barontini Alberto, Mendes Nuno, Compán Víctor
Advanced Production and Intelligent Systems Associated Laboratory, Institute for Sustainability and Innovation in Structural Engineering, Department of Civil Engineering, University of Minho, 4800-058 Guimarães, Portugal.
Department of Engineering and Geology, University "G. d'Annunzio" of Chieti-Pescara, 65127 Pescara, Italy.
Sensors (Basel). 2025 Jul 6;25(13):4212. doi: 10.3390/s25134212.
The long-term preservation of heritage structures relies on effective Structural Health Monitoring (SHM) systems, where sensor placement is key to ensuring early damage detection and guiding conservation efforts. Optimal Sensor Placement (OSP) methods offer a systematic framework to identify efficient sensor configurations, yet their application in historical buildings remains limited. Typically, OSP is driven by numerical models; however, in the context of heritage structures, these models are often affected by substantial uncertainties due to irregular geometries, heterogeneous materials, and unknown boundary conditions. In this scenario, data-driven approaches become particularly attractive as they eliminate the need for potentially unreliable models by relying directly on experimentally identified dynamic properties. This study investigates how the choice of input data influences OSP outcomes, using the Church of Santa Ana in Seville, Spain, as a representative case. Three data sources are considered: an uncalibrated numerical model, a calibrated model, and a data-driven set of modal parameters. Several OSP methods are implemented and systematically compared. The results underscore the decisive impact of the input data on the optimisation process. Although calibrated models may improve certain modal parameters, they do not necessarily translate into better sensor configurations. This highlights the potential of data-driven strategies to enhance the robustness and applicability of SHM systems in the complex and uncertain context of heritage buildings.
遗产建筑的长期保存依赖于有效的结构健康监测(SHM)系统,其中传感器的布置是确保早期损伤检测和指导保护工作的关键。最优传感器布置(OSP)方法提供了一个系统框架,用于确定高效的传感器配置,但其在历史建筑中的应用仍然有限。通常,OSP由数值模型驱动;然而,在遗产建筑的背景下,由于几何形状不规则、材料不均匀和边界条件未知,这些模型往往受到大量不确定性的影响。在这种情况下,数据驱动方法变得特别有吸引力,因为它们通过直接依赖实验确定的动态特性,消除了对潜在不可靠模型的需求。本研究以西班牙塞维利亚的圣安娜教堂为代表案例,探讨输入数据的选择如何影响OSP结果。考虑了三个数据源:未校准的数值模型、校准模型和数据驱动的模态参数集。实施并系统比较了几种OSP方法。结果强调了输入数据对优化过程的决定性影响。尽管校准模型可能会改善某些模态参数,但它们不一定能转化为更好的传感器配置。这突出了数据驱动策略在遗产建筑复杂和不确定背景下增强SHM系统鲁棒性和适用性的潜力。