超高层建筑风荷载和效应控制的研究及应用进展

黄 剑;顾 明

振动与冲击 ›› 2013, Vol. 32 ›› Issue (10) : 167-174.

PDF(859 KB)
PDF(859 KB)
振动与冲击 ›› 2013, Vol. 32 ›› Issue (10) : 167-174.
论文

超高层建筑风荷载和效应控制的研究及应用进展

  • 黄 剑,顾 明
作者信息 +

Researches and Applications of Controlling Wind Loading and Effects of Super-tall Buildings: State of the Art

  • HUANG Jian, GU Ming
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文章历史 +

摘要

随着建筑高度的增加,结构的风荷载和风致效应更加显著,成为影响超高层建筑安全性、居住者舒适度、建筑结构造价的主要因素之一,所以对超高层建筑风荷载和效应的控制尤为重要。控制超高层建筑风荷载和效应常用的方法主要有空气动力学措施(简称气动措施)和安装辅助阻尼系统。本文总结了各种气动措施对超高层建筑横风向、顺风向、扭转方向荷载和效应控制以及局部风压控制的研究现状,简要介绍辅助阻尼系统控制高层建筑风致振动的研究现状,给出了气动措施和辅助阻尼系统措施在典型超高层建筑的风荷载和效应控制的实例,最后提出了今后相关研究中值得关注的问题。

Abstract

Super-tall buildings are subject to considerable wind loading and wind-induced effects as height increases, which has become one of main factors to influence the safety, the occupants’ comfort and the expenditure of structures, so it is of particular importance to control the wind loading and effects of super-tall buildings. In general, methods to control wind loading and effects of tall buildings are the application of aerodynamic measures and the installation of supplementary damping systems. This paper presents an overview of past/recent work on aerodynamic measures for suppression of loading and effects of tall buildings in the across-wind, along-wind and torsional directions, as well as local pressure, and then briefly introduces supplementary damping systems in controlling wind-induced vibration. Applications of aerodynamic measures and supplementary damping systems to control wind loading and effects of typical super-tall buildings are exemplified. Finally, issues worthy of attention are proposed for future researches.

关键词

超高层建筑 / 风荷载和效应控制 / 气动措施 / 辅助阻尼系统

Key words

Super-tall buildings / Suppression of wind loading and effects / Aerodynamic measures / Supplementary damping systems

引用本文

导出引用
黄 剑;顾 明. 超高层建筑风荷载和效应控制的研究及应用进展[J]. 振动与冲击, 2013, 32(10): 167-174
HUANG Jian;GU Ming. Researches and Applications of Controlling Wind Loading and Effects of Super-tall Buildings: State of the Art[J]. Journal of Vibration and Shock, 2013, 32(10): 167-174

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