Some Considerations about the Incorporation of Dynamic Parameters in the Structural Health Monitoring Systems of Bridges

被引:2
作者
Lopez-Aragon, Juan-Antonio [1 ,2 ]
Astiz, Miguel-angel [1 ,3 ]
Owen, John
Tao, Tianyou
Bonopera, Marco
机构
[1] Univ Politecn Madrid, Dept Continuum Mech & Theory Struct, Madrid 28040, Spain
[2] Minist Transport & Sustainable Mobil, Madrid 28071, Spain
[3] Carlos Fernandez Casado SL, Madrid 28020, Spain
来源
APPLIED SCIENCES-BASEL | 2024年 / 14卷 / 01期
关键词
structural health monitoring; dynamics; bridges; natural frequencies; modal damping ratio; ALCONETAR BRIDGE;
D O I
10.3390/app14010033
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
Featured Application Design and implementation of structural health monitoring systems for bridges.Abstract Currently, there is a growing concern about the conservation and maintenance of infrastructure. Within this context, bridges deserve special attention, given their technical complexity and strategic nature. To this end, modern technology provides the opportunity to implement systems for structural health monitoring (SHM), a field in which great advances have been made in recent years. In this sense, one of the fastest-growing lines of work in Civil Engineering is the early detection of incidents because of changes in the dynamic behaviour of structures. Throughout this paper, some of the most notable considerations that the authors have been appreciating in the latest structures studied are summarized. These may be of interest for the possible incorporation of dynamic parameters in SHM systems that could be implemented in other structures in the future. With this purpose, a review of the different issues that must be studied within the dynamic analysis of a structure is carried out, such as the structural typology, the type of instrumentation, the recorded accelerations, the analysis of the natural frequencies, the study of the modal damping ratio and the set of thresholds; issues that are also accompanied by examples observed in two real monitored structures.
引用
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页数:16
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