摘要
对首都机场新塔台进行了气动弹性模型测振试验研究,得到了8个工况下塔台不同高度处的加速度数据,经分析后认为该塔台结构的加速度响应满足人正常使用的舒适度要求,这些结果不仅为首都机场新塔台结构的风荷载计算提供依据,也有助于进一步认识高耸结构的风荷载特性.
The aeroelastic model experiment for the new tower of the Capital Airport has been carried out. The acceleration data of the tower in 8 work conditions have been received. The acceleration response of the tower is satisfied. These results will be useful for the design of this kind of structure and for further investigation of the wind load characteristics of such tall and slender structure.
出处
《江苏大学学报（自然科学版）》
EI
CAS
2004年第5期449-452,共4页
Journal of Jiangsu University：Natural Science Edition
基金
江苏省建设厅科技项目(JS200321)
江苏省教育厅高校科研项目(03KJD560078)
关键词
高耸结构
风洞试验
风振响应
tall and slender structure
wind tunnel test
wind-induced response
