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Numerical Study on Wind-Induced Noise of High-Rise Building Curtain Wall with Outside Shading Devices

机译:遮阳装置高层建筑幕墙风力噪声的数值研究

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摘要

Perforation metal plates with dense holes are often used as external curtain walls of high-rise buildings. When air flow passes through these holes at a high speed, complex vortex is generated and causes a significant issue of wind-induced noise. In this study, both Reynolds-averaged Navier–Stokes (RANS) simulations and large-eddy simulations (LES) were conducted to study flow around high-rise buildings with an external sunshade curtain wall. First, wind speed distributions at the height of a typical level under 16 wind directions were acquired. Then, the maximum wind speed ratio and its corresponding azimuth were identified. Second, the sound pressure levels in the vicinity of the shading devices with two types of perforation plate schemes were calculated to evaluate the acoustic characteristics by using the FW-H equation to simulate sound generation and propagation. The results indicate that the maximum wind speed around the buildings exists at the building corners, and the maximum wind speed ratio is 2.8 observed at 0-degree wind direction. Under two different wind conditions, the aeroacoustic performance of perforation plate is enhanced with reducing end plate size and increasing aperture size. The overall sound pressure level (OSPL) and A-weighted sound pressure level (ASPL) around the shading devices are 80 dB and 68 dB(A), respectively, for the improved perforation plate scheme under the 1-year return period maximum speed, which are changed to 58dB and 45dB(A) under the annual average speed. Therefore, it is believed that perforation plates with small end plate size and large aperture size are desirable for the noise prevention design of shading devices.
机译:具有致密孔的穿孔金属板通常用作高层建筑的外部幕墙。当气流以高速通过这些孔时,产生复杂的涡流并引起大量的风力诱导噪声问题。在这项研究中,进行了雷诺瓦平均的Navier-Stokes(RANS)模拟和大涡模拟(LES),以研究高层建筑物的流动,外部遮阳帘墙。首先,获得16个风向下典型水平的高度的风速分布。然后,鉴定了最大风速比及其相应的方位角。其次,计算具有两种穿孔板方案的阴影装置附近的声压水平以通过使用FW-H方程来评估声学特性来模拟声音产生和传播。结果表明,建筑物周围的最大风速存在于建筑物处,最大风速比在0度风向下观察到2.8。在两个不同的风力条件下,穿孔板的气动跟踪性能增强,减小了端板尺寸并增加了孔径尺寸。阴影装置周围的整体声压水平(OSPL)和加权声压水平(ASPL)分别为80dB和68dB(a),用于改进的穿孔板方案,在1年返回期最大速度下,在年平均速度下,将其变为58dB和45dB(a)。因此,据信具有小端板尺寸和大孔径大小的穿孔板对于遮光装置的噪声设计是期望的。

著录项

  • 作者

    Wei Xu; Feng Xu;

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  • 年度 2018
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  • 原文格式 PDF
  • 正文语种 eng
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