|Table of Contents|

Prescript of Wind Turbulence Characteristics in Chinese, American and Australian Load Codes(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2008年03期
Page:
22-25
Research Field:
Publishing date:
2008-09-20

Info

Title:
Prescript of Wind Turbulence Characteristics in Chinese, American and Australian Load Codes
Author(s):
LI Bo YANG Qing-shan HUANG Tao-ying
School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044, China
Keywords:
wind load wind turbulence turbulence intensity turbulence integral length turbulence wind velocity spectrum
PACS:
TU202
DOI:
-
Abstract:
Combining the relevant regulation in Chinese, American and Australian load code, the turbulence intensity of wind turbulence, turbulence integral length and turbulence spectra of wind turbulence were compared. The comparative analysis shows that the turbulence intensity deduced from Chinese load code is smaller than that specified in American and Australian load codes. Turbulence integral length adopted in Chinese load code is constant, while that will increase with height increases in American and Australian load code. In the same height, turbulence integral length values in Chinese code intervene in American and Australian codes. In the range of building's natural frequency, turbulence wind velocity spectrum value in Chinese load code is the largest one.

References:

[1] 张相庭.结构风工程[M].北京:中国建筑工业出版社,2006. ZHANG Xiang-ting.Wind Engineering of Structures[M].Beijing:China Architecture & Building Press,2006.
[2]HOLMES J D.Wind Loading of Structures[M].London:Spon Press,2001.
[3]希缪 埃米尔,斯坎伦 罗伯特.风对结构的作用--风工程导论[M].刘尚培,项海帆,谢霁明,译.上海:同济大学出版社,1992. SIMIU E,SCANLAN R.Effect of Wind on Structure:Introduction of Wind Engineering[M].Translated by LIU Shang-pei,XIANG Hai-fan,XIE Ji-ming.Shang-hai:Tongji University Press,1992.
[4]ZHOU Y,KIJEWSKI T,KAREEEM A.Along-wind Load Effects on Tall Buildings:Comparative Study of Major International Codes and Standards[J].Journal of Structural Engineering,2002,128(6):788-796.
[5]张琳琳,李 杰.脉动风速互随机Fourier谱函数[J].建筑科学与工程学报,2006,23(2):57-61. ZHANG Lin-lin,LI Jie.Cross Stochastic Fourier Spectrum Function of Turbulence Wind Velocity[J].Journal of Architecture and Civil Engineering,2006,23(2):57-61.
[6]GB 50009-2001,建筑结构荷载规范[S]. GB 50009-2001,Load Code for the Design of Building Structures[S].
[7]AS/NZ 1170.2:2002,Structural Design Actions Part 2:Wind Actions[S].
[8]AS/NZS 1170.2:2002,Structural Design Actions Part 2:Wind Actions-Commentary[S].
[9]ASNI/ASCE 7-02,Minimum Design Loads for Buildings and Other Structures[S].

Memo

Memo:
-
Last Update: 2008-09-20