| 典型高耸细长结构全仿弹性模型的风振研究 |
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| 引用本文： | 陈军,魏庆鼎.典型高耸细长结构全仿弹性模型的风振研究[J].空气动力学学报,1995,13(3):296-302. |
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| 作者姓名： | 陈军 魏庆鼎 |
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| 作者单位： | 北京大学 |
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| 摘 要： | 以三种典型细高结构为研究对象，采用全仿弹性模型，进行了外形、质量分布、雷诺数和风结构等不同参数条件下的风洞实验。用应变仪测量了每种模型根部弯矩，通过计算，分析了模型风振响应的基本特性以及风振过程的混沌特性。
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| 关 键 词： | 高耸细长结构 空气动力弹性 结构风振 建筑结构 |
The Response of the Replica Elastic Models of Some Typical Outstanding Tall Slender Structures to Wind |
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| Chen Jun,Wei Qingding.The Response of the Replica Elastic Models of Some Typical Outstanding Tall Slender Structures to Wind[J].Acta Aerodynamica Sinica,1995,13(3):296-302. |
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| Authors: | Chen Jun Wei Qingding |
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| Institution: | Beijing University |
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| Abstract: | Several typical outstanding structure models were tested in a boundary layer wind tunnel,using replica modelling technique under conditions of several different experimental parameters---shape, mass distribution,Reynolds number,and wind structure. The bending moments were tested by the strain gauges.The response of these models to wind loads,including the chaotical characteristic in structure vibration procedure,was analysed. |
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| Keywords: | tall buildings and structures aeroelastics structural vibration replica models chaos |
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