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工程结构雷诺数效应的研究进展

顾明 王新荣

同济大学学报(自然科学版)2013,Vol.41Issue(7):961-969,9.
同济大学学报(自然科学版)2013,Vol.41Issue(7):961-969,9.DOI:10.3969/j.issn.0253-374x.2013.07.001

工程结构雷诺数效应的研究进展

Research Progress of Reynolds Number Effect of Engineering Structures

顾明 1王新荣1

作者信息

  • 1. 同济大学 土木工程防灾国家重点实验室,上海200092
  • 折叠

摘要

Abstract

The Reynolds number effect of engineering structures has always been a fundamental problem in wind engineering.With the increasing of the building height and the bridge span,the wind resistance research needs to be more precise,which makes the Reynolds number effect becoming more and more significant.This paper presents an overview of the basic research achievements and the engineering applications of circular cylinder,rectangular prism and bridge models.The related contents include the surface pressure distribution,the three component forces coefficients,the Strouhal number,the fluctutating pressure and the fluctutating wind force.Two methods of high Reynolds number effect simulation in low Reynolds-wind tunnels are summarized,for instance,changing model surface roughness and increasing the flow turbulence.Finally,some recommendations for future researches are put forward.

关键词

桥梁模型/圆柱体结构/矩形结构/雷诺数效应

Key words

bridge model/ circular cylinder/ rectangular prism/ Reynolds number effect

分类

建筑与水利

引用本文复制引用

顾明,王新荣..工程结构雷诺数效应的研究进展[J].同济大学学报(自然科学版),2013,41(7):961-969,9.

基金项目

国家自然科学基金重大研究计划(90715040) (90715040)

同济大学学报(自然科学版)

OA北大核心CSCDCSTPCD

0253-374X

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