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高层建筑2类三维切角气动优化风洞试验研究

杨易 李泽贤 袁利军 徐洲洋

东南大学学报(自然科学版)2026,Vol.56Issue(10):1438-1446,9.
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东南大学学报(自然科学版)2026,Vol.56Issue(10):1438-1446,9.DOI:10.3969/j.issn.1001-0505.2026.10.008

高层建筑2类三维切角气动优化风洞试验研究

Wind tunnel test on aerodynamic optimization of two types of three-dimensional corner-cut configurations for high-rise buildings

杨易 1李泽贤 1袁利军 2徐洲洋3

作者信息

  • 1. 华南理工大学亚热带建筑与城市科学国家重点实验室,广州 510641
  • 2. 中建三局集团有限公司,武汉 430061
  • 3. 宜昌市住房和城市更新局,宜昌 443000
  • 折叠

摘要

Abstract

Aerodynamic shape optimization holds significant engineering importance for wind loads and wind-induced responses in high-rise buildings,where corner configuration morphologies are key factors influ-encing aerodynamic performance.Addressing novel chamfered morphologies in super high-rise buildings not yet covered by current codes,this paper focused on two types of three-dimensional corner optimization con-figurations—diamond chamfer and layered trapezoidal chamfer.Based on a square cross-section super high-rise building model with an aspect ratio of 5∶1,through high-frequency force balance wind tunnel tests under 25 wind conditions,the effects of chamfer forms,chamfer ratios,and other parameters on wind load characteristics and aerodynamic optimization efficacy were quantitatively investigated.The results demon-strate that the maximum reduction ratios for the peak base bending moments of the two chamfered buildings(chamfer ratios is 15%)are 22.20%and 29.06%,respectively.For the base bending moment pulsation value,the maximum reduction ratios of diamond chamfer(chamfer ratios is 15%)and layered trapezoidal chamfer(chamfer ratios is 10%)are 26.57%and 30.48%,respectively.This indicates that the load reduction effects do not necessarily improve with increasing chamfer ratios.Through aerodynamic morphological innova-tion and wind-induced response analysis,this study fills the gap in current codes regarding design guidance for complex chamfered morphologies,providing theoretical support and experimental references for wind-resistant optimization design of super high-rise buildings.

关键词

高层建筑/气动优化/角区修正/风洞试验/高频天平测力(HFFB)技术

Key words

high-rise buildings/aerodynamic optimization/corner modification/wind tunnel test/high-frequency force balance(HFFB)technique

分类

建筑与水利

引用本文复制引用

杨易,李泽贤,袁利军,徐洲洋..高层建筑2类三维切角气动优化风洞试验研究[J].东南大学学报(自然科学版),2026,56(10):1438-1446,9.

基金项目

国家自然科学基金资助项目(52178480) (52178480)

广东省基础与应用基础研究基金资助项目(2026A1515011673) (2026A1515011673)

亚热带建筑与城市科学全国重点实验室资助项目(2024ZB10). (2024ZB10)

东南大学学报(自然科学版)

1001-0505

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