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Evaluation of Wind-Induced Internal Pressure In Low-Rise Buildings: A Multi Scale Experimental and Numerical Approach

机译:低层建筑中风致内压的评估:多尺度实验和数值方法

摘要

Hurricane is one of the most destructive and costly natural hazard to the built environment and its impact on low-rise buildings, particularity, is beyond acceptable. The major objective of this research was to perform a parametric evaluation of internal pressure (IP) for wind-resistant design of low-rise buildings and wind-driven natural ventilation applications. For this purpose, a multi-scale experimental, i.e. full-scale at Wall of Wind (WoW) and small-scale at Boundary Layer Wind Tunnel (BLWT), and a Computational Fluid Dynamics (CFD) approach was adopted. This provided new capability to assess wind pressures realistically on internal volumes ranging from small spaces formed between roof tiles and its deck to attic to room partitions. Effects of sudden breaching, existing dominant openings on building envelopes as well as compartmentalization of building interior on the IP were systematically investigated.Results of this research indicated: (i) for sudden breaching of dominant openings, the transient overshooting response was lower than the subsequent steady state peak IP and internal volume correction for low-wind-speed testing facilities was necessary. For example a building without volume correction experienced a response four times faster and exhibited 30-40% lower mean and peak IP; (ii) for existing openings, vent openings uniformly distributed along the roof alleviated, whereas one sided openings aggravated the IP; (iii) larger dominant openings exhibited a higher IP on the building envelope, and an off-center opening on the wall exhibited (30-40%) higher IP than center located openings; (iv) compartmentalization amplified the intensity of IP and; (v) significant underneath pressure was measured for field tiles, warranting its consideration during net pressure evaluations. The study aimed at wind driven natural ventilation indicated: (i) the IP due to cross ventilation was 1.5 to 2.5 times higher for Ainlet/Aoutletu3e1 compared to cases where Ainlet/AoutletCFD based IP responses. Comparisons with ASCE 7-10 consistently demonstrated that the code underestimated peak positive and suction IP.
机译:飓风是对建筑环境造成的破坏力最大,成本最高的自然灾害之一,其对低层建筑的影响(特别是)是无法接受的。这项研究的主要目的是对低层建筑的抗风设计和风力自然通风应用进行内部压力(IP)的参数评估。为此,采用了多尺度实验,即风墙(WoW)的全尺度实验和边界层风洞(BLWT)的小尺度实验,以及计算流体动力学(CFD)方法。这提供了新的功能,可以真实地评估内部体积上的风压,范围从屋面瓦与其甲板之间的小空间到阁楼到房间的隔断。系统地研究了突然突破,现有主要开口对建筑围护结构以及建筑物内部空间在IP上的影响。研究结果表明:(i)对于突然突破主要开口的情况,瞬态超调响应低于随后的响应。对于低风速测试设备,需要稳定的峰值IP和内部音量校正。例如,没有进行体积校正的建筑物的响应速度快了四倍,并且平均IP和峰值IP降低了30-40%; (ii)对于现有的开口,沿着屋顶均匀分布的排气孔减轻了,而侧面的开口加剧了IP; (iii)较大的主要开口在建筑物围护结构上具有较高的IP,而在墙壁上的偏心开口则比位于中心的开口具有(30-40%)高IP; (iv)分区化扩大了IP的强度,并且; (v)对现场砖测量了显着的地下压力,因此在进行净压力评估时应予以考虑。针对风能自然通风的研究表明:(i)与基于Ainlet / AoutletCFD的IP响应情况相比,Ainlet / Aoutlet u3e1由于交叉通风而产生的IP高1.5到2.5倍。与ASCE 7-10的比较始终表明,该代码低估了峰值正压和吸力IP。

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    Tecle Amanuel Sebhatu;

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  • 年度 2011
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