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Effects of roof geometric details on aerodynamic performance of standing seam metal roofs

机译:屋顶几何细节对煤矿屋顶空气性能的影响

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Standing seam metal roofs are one of the most commonly used types of roofs especially because of their addi-tional durability and ease of construction. The performance of such roofs under extreme wind events like hurricanes depends on their structural strength and aerodynamic characteristics. Large-scale experimental testing was performed at the NHERI Wall of Wind Experimental Facility (WOW EF) using a 1:10 scale model of a gable roof building with double-lok trapezoidal seam roof panels along with eave and rake (gable) attachments. The results showed that the geometric features considerably modify the aerodynamic roof pressures. The standing seams along with both types of attachments reduced the peak suction at roof corners as compared to a bare surface roof by as much as 70% and 45% on an individual tap and area-average basis, respectively. In addition, mean uplift pressure reduction was observed. The power spectral densities of pressure fluctuations at most individual taps were also reduced with the addition of attachments. Also, the correlation between the pressures at different taps was significantly decreased in most cases, resulting in reduced area-averaged pressures due to the effects of the standing seams. However, as shown in a previous full-scale study, wind-induced vibrations can lead to damage of such roofs and thus dynamic effects should be carefully considered for design purposes.
机译:恒定缝金属屋顶是最常用的屋顶之一,特别是由于它们的加热耐用性和易于施工。这种屋顶在飓风等极端风力事件下的性能取决于它们的结构强度和空气动力学特征。使用带有双LOK梯形缝屋顶板的山墙屋顶建筑​​物的1:10规模模型在风实验设施(WOW EF)的NHERI壁上进行了大规模的实验测试。屋顶和耙(山墙)附件。结果表明,几何特征大大改变了空气动力学屋顶压力。与裸露的表面屋顶相比,直立接缝与两种类型的附件一起减少了顶峰的峰值抽吸,并且在单独的水龙头和面积平均基础上,裸露的表面屋顶相比,裸露的表面屋顶相比。此外,观察到平均隆起压力降低。随着附件的增加,大多数单独抽头的压力波动的功率谱密度也降低了。而且,在大多数情况下,不同抽头的压力之间的相关性显着降低,导致由于延立接缝的效果导致面积平均压力降低。然而,如先前的全面研究所示,风引起的振动会导致这种屋顶的损坏,因此应仔细考虑动态效果以进行设计目的。

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