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Reducing uncertainties in estimation of wind effects on tall buildings using aerodynamic wind tunnel tests.

机译:减少使用气动风洞测试估算高层建筑风影响的不确定性。

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摘要

Tall buildings are wind-sensitive structures and could experience high wind-induced effects. Aerodynamic boundary layer wind tunnel testing has been the most commonly used method for estimating wind effects on tall buildings. Design wind effects on tall buildings are estimated through analytical processing of the data obtained from aerodynamic wind tunnel tests. Even though it is widely agreed that the data obtained from wind tunnel testing is fairly reliable the post-test analytical procedures are still argued to have remarkable uncertainties. This research work attempted to assess the uncertainties occurring at different stages of the post-test analytical procedures in detail and suggest improved techniques for reducing the uncertainties.;Results of the study showed that traditionally used simplifying approximations, particularly in the frequency domain approach, could cause significant uncertainties in estimating aerodynamic wind-induced responses. Based on identified shortcomings, a more accurate dual aerodynamic data analysis framework which works in the frequency and time domains was developed. The comprehensive analysis framework allows estimating modal, resultant and peak values of various wind-induced responses of a tall building more accurately.;Estimating design wind effects on tall buildings also requires synthesizing the wind tunnel data with local climatological data of the study site. A novel copula based approach was developed for accurately synthesizing aerodynamic and climatological data up on investigating the causes of significant uncertainties in currently used synthesizing techniques. Improvement of the new approach over the existing techniques was also illustrated with a case study on a 50 story building.;At last, a practical dynamic optimization approach was suggested for tuning structural properties of tall buildings towards attaining optimum performance against wind loads with less number of design iterations.
机译:高层建筑是对风敏感的结构,可能会受到强风影响。空气动力学边界层风洞测试一直是估计高层建筑风影响的最常用方法。通过对从空气动力学风洞测试获得的数据进行分析处理,可以估计对高层建筑的设计风影响。尽管人们普遍认为,从风洞测试获得的数据是相当可靠的,但仍认为测试后的分析程序具有明显的不确定性。这项研究工作试图详细评估在测试后分析程序的不同阶段发生的不确定性,并提出改进的技术来减少不确定性。研究结果表明,传统上使用简化的近似方法,尤其是在频域方法中,可以在估算空气动力学风致响应时会造成很大的不确定性。基于已发现的缺点,开发了一种在频域和时域均可工作的更准确的双重空气动力学数据分析框架。全面的分析框架可以更准确地估算高层建筑的各种风致响应的模态,结果和峰值。估算高层建筑的设计风效应还需要将风洞数据与研究地点的当地气候数据进行综合。开发了一种基于copula的新方法,可以准确地综合研究当前使用的合成技术中大量不确定性的原因,从而准确地合成空气动力学和气候数据。并以一个50层楼的案例研究为例,说明了新方法对现有技术的改进。最后,提出了一种实用的动态优化方法,用于调整高层建筑的结构特性,以减少风荷载时获得最佳性能。设计迭代。

著录项

  • 作者

    Warsido, Workamaw Paulos.;

  • 作者单位

    Florida International University.;

  • 授予单位 Florida International University.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2013
  • 页码 265 p.
  • 总页数 265
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

  • 入库时间 2022-08-17 11:41:24

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