| 首都机场新塔台的横风向风振研究 |
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| 引用本文： | 石启印,张磊.首都机场新塔台的横风向风振研究[J].江苏大学学报(自然科学版),2004,25(5):449-452. |
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| 作者姓名： | 石启印 张磊 |
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| 作者单位： | 江苏大学理学院,江苏,镇江,212013 |
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| 基金项目： | 江苏省建设厅科技项目(JS200321)，江苏省教育厅高校科研项目(03KJD560078) |
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| 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．
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| 关 键 词： | 高耸结构 风洞试验 风振响应 |
| 文章编号： | 1671-7775(2004)05-0449-04 |
| 修稿时间： | 2004年3月25日 |
Study on across-wind-induced response in new tower of Capital Airport |
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| SHI Qi-yin,ZHANG Lei.Study on across-wind-induced response in new tower of Capital Airport[J].Journal of Jiangsu University:Natural Science Edition,2004,25(5):449-452. |
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| Authors: | SHI Qi-yin ZHANG Lei |
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| Abstract: | 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. |
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| Keywords: | tall and slender structure wind tunnel test wind-induced response |
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