摘要
通过风洞实验研究了不同外形的超高层建筑的动态风载.实验采用多种不同外形的刚性模型,通过高频测力天平技术研究了建筑物长细比、截面形状、截面长宽比及湍流强度和风向的影响,获得了一些新的结果.
Thirteen models have been tested using high frequency force balance (HFFB) technique in a wind tunnel to investigate the effects of cross-section configuration, aspect ratio, turbulence intensity, etc. on the aerodynamic loads on super-tall buildings. Some new results which are presented in this paper may be used as reference in next revision of the relevant codes.
出处
《同济大学学报(自然科学版)》
EI
CAS
CSCD
北大核心
1999年第3期259-263,共5页
Journal of Tongji University:Natural Science
基金
国家自然科学基金
国家杰出青年科学基金
关键词
超高层建筑
高频测力天平
湍流强度
风荷载
Super high-rise building
High frequency force balance
Building configuration
Aspect ratio
Turbulence intensity
Wind loads