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Assessment of Hollow-Core Concrete Floors Against Human-Induced Vibration

机译:对人致振动的空心核混凝土楼层评估

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摘要

Precast hollow-core concrete (HC) slabs are widely used in construction, especially in Nordic countries. The combination of prestressing and low self-weight due to the voids makes it possible to build long-span floors. However, this also makes the floors more sensitive to vibrations from human activities. In this paper, experimental and finite element (FE) analyses of a test HC slab and four in-situ experiments performed in three buildings are presented. For each case, the dynamic assessment is performed using two design guides: SCI P354 (2009) and the Concrete Center (2006). These analyses show that the proposed FE models give accurate results compared to experimental findings and that the Concrete Center design guide gives lower predictions than the SCI P354 guide. In addition, several recommendations can be derived from these studies for the dynamic assessment of HC floors in the design process. The most important is that for some structures, the accelerations calculated using the design guides are significantly higher with an FE model including the considered floor and the surrounding walls than with an FE model including also the lower and higher floors.
机译:预制空心芯混凝土(HC)板块广泛用于建筑,特别是在北欧国家。由于空隙引起的预应力和低自重的组合使得可以构建长跨度的地板。然而,这也使地板对人类活动的振动更敏感。本文介绍了试验HC板坯的实验和有限元(Fe)分析和在三层建筑中进行的四个原位实验。对于每种情况,使用两种设计指南进行动态评估:SCI P354(2009)和混凝土中心(2006)。这些分析表明,与实验结果相比,该拟议的FE模型提供了准确的结果,并将混凝土中心设计指南提供比SCI P354指南更低的预测。此外,可以从这些研究中衍生出几种建议,用于设计过程中HC地板的动态评估。最重要的是,对于某些结构,使用设计引导座计算的加速度与包括所考虑的地板和周围墙壁的Fe模型显着更高,而不是使用下层和较高楼层的FE模型。

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