首页> 外文OA文献 >Loading of a very tall building in a simulated downburst wind field
【2h】

Loading of a very tall building in a simulated downburst wind field

机译:在模拟的突发性风场中将一栋非常高的建筑物加载

摘要

Thunderstorm downbursts are important for wind engineers as they have been shown to produce the design wind speeds for mid to high return periods in many regions of Australia [1]. In structural design codes (e.g. AS/NZS1170.02-02) an atmospheric boundary layer (ABL) is assumed, and a vertical profile is interpolated from recorded 10 m wind speeds. The ABL assumption is however inaccurate when considering the complex structure of a thunderstorm outflow, and its effects on engineered structures. Several researchers have shown that the downburst, close to its point of divergence is better represented by an impinging wall jet profile than the traditional ABL. Physical modelling is the generally accepted approach to estimate wind loads on structures and it is therefore important to physically model the thunderstorm downburst so that its effects on engineered structures may be studied. An advancement on the simple impinging jet theory, addressed here is the addition of a pulsing mechanism to the jet which allows not only the divergent characteristics of a downburst to be produced, but also it allows the associated leading ring vortex to be developed. The ring vortex modelling is considered very important for structural design as it is within the horizontal vortex that the largest velocities occur [2]. This paper discusses the flow field produced by a pulsed wall jet, and also discusses the induced pressures that this type of flow has on a scaled tall building.
机译:雷暴暴风对风力工程师很重要,因为在澳大利亚的许多地区,雷暴暴风能产生中等到高回波期的设计风速[1]。在结构设计规范(例如AS / NZS1170.02-02)中,假定为大气边界层(ABL),并从记录的10 m风速中插入垂直轮廓。但是,当考虑雷暴流出的复杂结构及其对工程结构的影响时,ABL的假设是不准确的。几位研究人员表明,与传统的ABL相比,冲击破裂的射流轮廓更能代表接近爆发点的爆发力。物理建模是公认的估计结构上风荷载的方法,因此对物理上的雷暴爆发进行物理建模非常重要,以便可以研究其对工程结构的影响。此处介绍的简单撞击射流理论的一项进步是在射流上增加了一种脉冲机制,该机制不仅可以产生下突的发散特性,还可以产生相关的前导环涡流。环形涡旋建模被认为对结构设计非常重要,因为最大速度出现在水平涡旋内[2]。本文讨论了脉冲壁流产生的流场,还讨论了这种流在比例高的高层建筑上产生的感应压力。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号