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Wind-borne debris trajectory in high winds: Application to the protection of tall building facades.

机译:大风中的风传播碎片轨迹:在保护高层建筑外立面中的应用。

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摘要

Non-structural damage to the facade of tall buildings, particularly those exposed to high wind speeds, is often caused by the impact of wind-borne debris. This dissertation describes the development of a probability-based framework for the analysis of debris trajectory in simulated boundary layer winds and for the prediction of the probability of impact against the vertical facade of these buildings. The work focuses on compact debris, i.e., objects of small dimensions and negligible mass moment of inertia (e.g., roof ballast elements, gravel, "bluff" shingles, etc.) The trajectories were computed for three different wind fields: (i) uniform wind field with constant horizontal velocity and no turbulence, (ii) "sudden" vertical gust superimposed to the uniform wind field and (iii) fully turbulent wind field.;Debris elevations at takeoff, drag coefficient and Tachikawa number were modeled as random parameters to estimate the trajectory and to derive "Iso-probability Impact Contours". These contours describe the impact probability associated with "randomly flying" objects, as they hit against a cladding element located on the vertical facade of a building. Monte Carlo methods were used to estimate the probabilities. Object momentum and angle at impact were also calculated.;This study also proposed and investigated the use of a "Universal Probability Curve", describing the probability of impact for objects against the facade of a benchmark tall building as a function of distance. It was proven that this curve is "universal" and can be used independently of wind velocity.;Moreover, turbulence effects on the trajectory of wind-borne debris were investigated. First, a "Kussner-like" sudden vertical gust model was proposed to account for the influence of local recirculation in the flow around a building. Second, trajectories were estimated in fully turbulent winds in 2D; it accounts for atmospheric turbulence and wind shear effect, by modeling a variable mean velocity with elevation. Synthetically-generated and partially-coherent turbulence time histories were digitally simulated by the wave superposition method.;Simulated trajectory results were compared to experimental data derived both from literature and wind tunnel experiments, conducted at Northeastern University.
机译:高层建筑外墙的非结构性损坏,尤其是暴露于高风速的建筑物,通常是由风传播碎屑的影响引起的。本文描述了一种基于概率的框架的开发,该框架用于分析模拟边界层风中的碎片轨迹,并预测对这些建筑物的垂直立面的撞击概率。这项工作着重于紧凑的碎屑,即小尺寸的物体和可忽略的质量惯性矩(例如,屋顶压载物,碎石,“钝”带状板等)。计算了三个不同风场的轨迹:(i)均匀水平风速恒定且无湍流的风场;(ii)垂直阵风叠加在均匀风场上;(iii)完全湍流风场。起飞时的碎屑高程,阻力系数和立川数被模拟为估计轨迹并得出“等概率影响等值线”。这些轮廓描述了“随机飞行”物体撞击到建筑物垂直立面上的覆层元素时的撞击概率。蒙特卡罗方法用于估计概率。还计算了物体在碰撞时的动量和角度。本研究还提出并研究了“通用概率曲线”的使用,该曲线描述了物体对基准高层建筑物的外墙的撞击概率与距离的关系。证明了该曲线是“通用的”并且可以独立于风速使用。;此外,研究了湍流对风传播碎片的轨迹的影响。首先,提出了一种“库斯纳式”突然垂直阵风模型,以说明建筑物周围流动中局部再循环的影响。其次,在2D的完全湍动的风中估计轨迹。它通过对具有海拔高度的可变平均速度进行建模来解决大气湍流和风切变效应。利用波叠加法对合成产生的和部分相干的湍流时间历史进行了数字模拟。将模拟的轨迹结果与来自东北大学的文献和风洞实验得到的实验数据进行了比较。

著录项

  • 作者

    Moghim, Farid.;

  • 作者单位

    Northeastern University.;

  • 授予单位 Northeastern University.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2014
  • 页码 223 p.
  • 总页数 223
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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