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桅杆结构风洞试验研究
引用本文:王肇民,何艳丽,马星,邓洪洲,颜明忠.桅杆结构风洞试验研究[J].建筑结构学报,2000,21(6):55-61.
作者姓名:王肇民  何艳丽  马星  邓洪洲  颜明忠
作者单位:同济大学!上海 200092,同济大学!上海 200092,同济大学!上海 200092,同济大学!上海 200092,同济大学!上海 200092
基金项目:中国科学院资助项目,国家重点实验室基金 
摘    要:本文介绍了国内首次桅杆结构风洞试验,记录了格构式和单筒式桅杆模型的自振特性和风振响应测试结果。试验结果表明:①桅杆结构的非线性程度随风速的增大而增强;②桅杆结构在风振计算中应考虑多阶振型的影响,随着风速的加大,高振型的贡献增加;③在顺风荷载作用下,桅杆结构可能出现横风共振和混沌现象。

关 键 词:非线性动力特性  风洞试验  桅杆结构  
收稿时间:2000-12-05
修稿时间:2000-12-05

Research on Wind Tunnel Experiment of Guyed Masts
WANG Zhaomin,HE Yanli,MA Xing,DENG Hongzhou,YAN Mingzhong.Research on Wind Tunnel Experiment of Guyed Masts[J].Journal of Building Structures,2000,21(6):55-61.
Authors:WANG Zhaomin  HE Yanli  MA Xing  DENG Hongzhou  YAN Mingzhong
Affiliation:WANG Zhaomin,HE Yanli,MA Xing,DENG Hongzhou,YAN Mingzhong (Dept. of Building Engineering,Tongji University,Shanghai,China)
Abstract:This paper introduces a wind tunnel experiment of guyed masts firstly conducted in China. Test results on vibration characteristics and wind induced vibration response of a lattice mast model and a cylinder mast model were recorded. Test results showed that:① the nonlinearity of guyed masts increases as wind velocity rises.② when wind induced vibration of guyed masts is calculated, multi-mode of vibrations should be considered and the contribution of higher rank modes increases as wind velocity increases.③ across-wind vibration and chaos of guyed masts may happen even under along-wind loads.
Keywords:
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