Experimental study on the aerodynamic characteristics of combined angle transmission tower subject to skew wind

被引:2
|
作者
Shen, Guohui [1 ]
Que, Linghui [1 ]
Wan, Hua-Ping [1 ]
机构
[1] Zhejiang Univ, Coll Civil Engn & Architecture, 866 Yuhangtang Rd, Hangzhou, Peoples R China
基金
中国国家自然科学基金;
关键词
combined angle transmission tower; wind tunnel test; aerodynamic coefficient; wind load-distribution factor; drag coefficient; PROGRESSIVE COLLAPSE ANALYSIS; FORCES; LOADS; FLOW; STABILITY; SINGLE; TUNNEL; FIELD;
D O I
10.1177/13694332241240658
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The transmission towers served as crucial carriers in the process of power transmission. The combined angle transmission tower of dual-angle steel with cruciform section are relatively a novel type of angle tower, which is being more widely used in transmission lines. The studies on aerodynamic characteristics of combined angle tower in skewed wind are limited. In this paper, the wind tunnel tests are conducted to investigate the aerodynamic characteristics of the combined angle tower, and the high frequency force balance (HFFB) test is introduced to obtain the transverse and longitudinal forces on the tower using the direct force measurement (DFM) method. The drag coefficients and wind load-distribution factors of the combined angle tower are obtained from the wind tunnel tests, and the effects of interference and tower leg spacing on the wind loads of the tower legs are fully explored. It can be found that the aerodynamic coefficients and drag coefficients of the combined angle steel tower leg tend to decrease with the increase of interference members and it also decreases with the decrease of the tower leg spacing. The test wind load-distribution factors of the isolated leg are generally larger than those defined by seven typical codes (e.g., US, EU, Japanese, and Chinese codes) and significantly exceed the code-specified values under partial wind angles. The observations obtained from this study may provide helpful guidance on the wind-resistant design of this relatively novel type of combined angle tower.
引用
收藏
页码:1016 / 1030
页数:15
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