摘要
上海金茂大厦的总高度为420.5m,风荷载是这一超高层建筑的控制荷载。采用目前国际上应用最广泛的高频动态天平方法对这一超高层建筑的模型进行了风洞试验,根据试验结果计算分析了该塔楼在风作用下的动力响应和等效风荷载,并将主要结果和其他有关试验的响应结果进行了对比。
Shanghai Jin Mao Building with a height of 420.5m is at present the tallest building in China and the third tallest in the world.Wind load plays the most important role in the structural design of this building.High-frequency-force-balance technique is widely used for studies on wind-resistant design of tall buildings,and is also used in the present study.The dynamic responses and equivalent wind loads of the Jin Mao Building are obtained based on the experimental results.They are finally compared with the dynamic responses of the building from other research sources.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
2000年第4期55-61,共7页
Journal of Building Structures
基金
国家自然科学基金!(59895410)
国家杰出青年科学基金!59725818
高等学校骨干教师计划联合资助。
关键词
高层建筑
高频测力天平
风振响应
风荷载
试验
Jin Mao Building,wind tunnel test,high-frequency-force-balance,wind induced vilration,equivalent wind load