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A multi-level model correlation approach for low-frequency vibration transmission in wood structures

机译:木结构低频振动传递的多级模型相关方法

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The main challenge in predicting structure-borne sound in wood buildings is to accurately model the vibration transmission between the source and the receiving room. Large variations in model parameters make it difficult to predict absolute vibration levels and to make conclusions regarding the relative effects of different designs. A step towards establishing reliable models is to investigate the possibilities and limitations of using deterministic methods, which requires correlations between simulations and measurements. In this paper, we present a multi-level model correlation approach for low-frequency vibration transmission in wood buildings. We apply the proposed approach to a scaled-size experimental structure representing a part of a two-storey wood building, and we evaluate the results for frequencies up to 100 Hz. We perform correlations between simulations and measurements four different levels: structural components (viz. beams and boards), planar structures (viz. floor, ceiling and walls), room structures and the complete structure. The results indicate that the dynamic behaviour of the experimental structure was to a great extent captured by the developed model. Based on the observations made in the multi-level correlations, we discuss important model parameters and propose modelling guidelines. We conclude that it is possible to employ deterministic methods in order to simulate the low-frequency vibration transmission in wood buildings provided that measurement data for calibration purposes are available. The developed numerical model can be used as a reference model for investigations on the effects of variations and uncertainties in the modelling.
机译:预测木结构建筑中的固体声的主要挑战是准确模拟源和接收室之间的振动传播。模型参数的较大差异使得很难预测绝对振动水平,也很难得出有关不同设计的相对影响的结论。建立可靠模型的一步是研究使用确定性方法的可能性和局限性,这需要在模拟和测量之间建立关联。在本文中,我们提出了一种用于木质建筑中低频振动传递的多级模型相关方法。我们将提出的方法应用于代表两层木结构建筑一部分的比例大小的实验结构,并对频率高达100 Hz的结果进行评估。我们在四个不同级别上进行模拟和测量之间的关联:结构组件(即梁和板),平面结构(即地板,天花板和墙壁),房间结构和完整结构。结果表明,所开发的模型在很大程度上捕获了实验结构的动态行为。基于对多级关联的观察,我们讨论了重要的模型参数并提出了建模准则。我们得出结论,只要有用于校准目的的测量数据,就可以采用确定性方法来模拟木质建筑中的低频振动传递。所开发的数值模型可以用作参考模型,以研究建模中的变化和不确定性的影响。

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