利用有限数量的传感器估计大型结构的固有频率

S. Turrisi, E. Zappa, A. Cigada, T. Hötzer
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引用次数: 3

摘要

在考虑容纳许多人的大型土木结构时,安全问题是主要关注的问题。近年来,这导致了对能够自动评估结构动态行为的监测解决方案的兴趣日益浓厚。大量研究证实了结构健康与其模态参数的演变之间存在关联的可能性,这意味着结构的变化可能表明结构特性的改变和可能的持续损伤。这项工作是米兰理工大学长期项目的一部分,该项目为米兰G. Meazza体育场持续开发完整的结构健康监测(SHM)系统。本文提出了一种利用有限数量传感器的振动数据估计结构主固有频率的鲁棒方法。这是因为,对于像体育场这样的复杂建筑,必须在成本和系统性能之间找到平衡。环境条件可以强烈地改变结构的动态行为,有时会掩盖由其他“异常”变化引起的变化,即由于结构退化导致的刚度降低。因此,本文使用回归模型研究了温度与估计频率之间的关系,旨在补偿温度的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Large structures natural frequencies estimation using a limited number of sensors
Security and safety issues are of major concern when considering large civil structures hosting many people. In recent years, this led to a growing interest towards monitoring solutions able to automatically evaluate the dynamic behaviour of the structure. Numerous studies confirm the possibility to correlate structural health with the evolution of its modal parameters, meaning that a change may indicate a modification of structure properties and a possible ongoing damage. This work is part of a long-lasting project which involves Politecnico di Milano in the continuous development of a complete Structural Health Monitoring (SHM) system for the G. Meazza stadium in Milan. The paper proposes a robust approach to estimate the main natural frequencies of a structure using the vibration data of a limited number of sensors. This comes from the necessity that, in case of complex buildings like a stadium, a balance between costs and system performance must be found. Environmental conditions can strongly modify the dynamic behaviour of a structure, sometimes masking variations due to other "abnormal" changes, i.e. a stiffness reduction due to structure degradation. Thus, the relationship between temperature and the estimated frequencies is investigated here using regression models, aiming at compensating for the temperature effects.
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