摘要
在风洞建筑模型高度范围内模拟4种大小不同的湍流度,通过9个不同高宽比、厚宽比的矩形截面超高层建筑模型,考察来流湍流度、建筑高宽比、厚宽比、层高度等因素对顺风向、横风向和扭转3方向的风荷载功率谱影响规律.针对3个方向风荷载功率谱的特点分别采用不同的荷载谱模型进行参数拟合,再以湍流度、建筑高宽比等为基本变量对荷载谱模型的参数进行二次拟合,建立了复杂山地超高层建筑风荷载功率谱的数学模型.
4 different turbulent intensity were simulated in wind tunnel. 9 rectangular super tall building models, including different aspect ratio and thickness-width ratio, were tested. Effects of turbulent intensity, aspect ratio, thickness-width ratio and height of layers on along-wind, across- wind and torsional spectrum of wind loads were examined. Different fitting models of load spectrum were used in 3 different direction of wind load spectrum. Secondary fittings were done with independent variables of turbulent intensity and aspect ratio. Mathematical models of super tall buildings in complex hilly terrain wind field were established.
出处
《应用基础与工程科学学报》
EI
CSCD
北大核心
2013年第3期569-580,共12页
Journal of Basic Science and Engineering
基金
教育部中央高校基本科研业务费专项资金资助项目(CDJZR12200061
CDJZR12200017)
关键词
山地风场
超高层建筑
风荷载
风洞试验
数学模型
:hilly terrain wind field
super tall building
wind load
wind tunnel test
mathematical model