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Development and application of a three-dimensional probabilistic wind-borne debris trajectory model.

机译:三维概率风载碎片轨迹模型的开发与应用。

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摘要

This research presents a probabilistic debris trajectory model adapted from current 6-degree-of-freedom (6-DoF) deterministic models, in which the aleatoric (inherent) uncertainty is explicitly considered in the proposed probabilistic model. While the inherent randomness in the debris flight trajectory is irreducible due to the wind turbulence, variation in wind direction, gustiness of the wind event and so forth, the proposed probabilistic model seeks to address these uncertainties through Monte Carlo simulations with the appropriate statistical distributions applied to the governing equations of motion of the debris. Verification of the probabilistic debris trajectory model is performed through an analytical and visual comparison of the simulated data to wind tunnel test data. Good agreement is observed between the simulated and the wind tunnel test debris landing locations, thus confirming the applicability of the probabilistic wind-borne debris model.;A preliminary study regarding the current wind-borne debris impact methodology has illustrated that there is a significant increase in the total kinetic energy of debris impact when the dynamic parameters of the debris trajectory, translational and rotational, are considered; therefore, the proposed probabilistic model not only provides an effective method for predicting the variation of debris trajectories in a three-dimensional (3D) space, which is imperative when performing regional building envelope impact risk, but it is also capable of providing guidance on debris impact protection.
机译:这项研究提出了一种从当前的6自由度(6-DoF)确定性模型改编的概率碎片轨迹模型,其中在拟议的概率模型中明确考虑了无意(固有)不确定性。尽管由于风的湍流,风向的变化,风的阵风等因素,碎片飞行轨迹的固有随机性是无法减少的,但所提出的概率模型试图通过蒙特卡罗模拟并应用适当的统计分布来解决这些不确定性。碎片运动的控制方程。概率碎片轨迹模型的验证是通过将模拟数据与风洞测试数据进行分析和视觉比较来进行的。在模拟的和风洞测试的碎片降落位置之间观察到良好的一致性,从而确认了概率性风传播碎片模型的适用性。;对当前风传播碎片撞击方法的初步研究表明,显着增加了考虑到碎片轨迹的动态参数(平移和旋转)时,在碎片撞击的总动能中;因此,所提出的概率模型不仅为预测三维空间中碎片轨迹的变化提供了一种有效的方法,这在执行区域建筑围护结构冲击风险时势在必行,而且还能够为碎片提供指导冲击保护。

著录项

  • 作者

    Grayson, James Michael.;

  • 作者单位

    Clemson University.;

  • 授予单位 Clemson University.;
  • 学科 Engineering Civil.
  • 学位 M.S.
  • 年度 2011
  • 页码 115 p.
  • 总页数 115
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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