| 北京机场新塔台结构风洞试验研究 |
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| 引用本文： | 石启印,李爱群,李培彬,娄宇,陈骝.北京机场新塔台结构风洞试验研究[J].土木工程学报,2004,37(8):28-32. |
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| 作者姓名： | 石启印 李爱群 李培彬 娄宇 陈骝 |
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| 作者单位： | 1. 东南大学混凝土与预应力混凝土结构教育部重点实验室
2. 中国电子工程设计院 |
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| 摘 要： | 对首都机场新塔台结构的刚性模型和气动弹性模型进行了风洞试验研究 ,提出了考虑弗劳德数等一系列相似参数模拟的高耸塔台结构气动弹性模型的设计制作方法 ,获得了高耸塔台结构的风压分布规律及加速度风振响应特性
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| 关 键 词： | 高耸塔台建筑 刚性模型 气动弹性模型 风洞试验 风压系数 风振响应 |
| 文章编号： | 1000-131X(2004)08-0028-05 |
| 修稿时间： | 2002年9月20日 |
WIND TUNNEL TESTS STUDY ON THE NEW TALL TOWER STRUCTURE MODEL OF BEIJING AIRPORT |
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| Shi Qiyin,Li Aiqun Li Peibin,Lou Yu,Chen Liu.WIND TUNNEL TESTS STUDY ON THE NEW TALL TOWER STRUCTURE MODEL OF BEIJING AIRPORT[J].China Civil Engineering Journal,2004,37(8):28-32. |
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| Authors: | Shi Qiyin Li Aiqun Li Peibin Lou Yu Chen Liu |
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| Affiliation: | Shi Qiyin 1 Li Aiqun 1Li Peibin 2 Lou Yu 2 Chen Liu 2 (1 Southeast University ) (2 China Institute of Electron Engineering ) |
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| Abstract: | The wind tunnel tests was cassried out for rigid and aeroelastic models of tall tower structures. The method to simulate the aeroelastic properties of prototype in consideration of a series of analogy coefficients including Froude number has been established.The characteristics of the wind pressure distribution on structures and the dynamic responses have been obtained by these wind tunnel tests of rigid models and aeroelastic models. |
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| Keywords: | tall tower structure rigid model aeroelastic model wind tunnel test aerodynamic pressure coefficient wind-induced dynamic response |
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