scholarly journals REFLECTOR WIND LOAD CHARACTERISTICS OF THE LARGE ALL-MOVABLE ANTENNA AND ITS EFFECT ON REFLECTOR SURFACE PRECISION

2017 ◽  
pp. 1-29
Author(s):  
Yan Liu ◽  
◽  
Hong-liang Qian ◽  
Feng Fan ◽  
◽  
...  
Author(s):  
Shang Yadong ◽  
Li Peng ◽  
Su Junhu ◽  
Bao Chengjia ◽  
Wang Feixing ◽  
...  

2015 ◽  
Vol 741 ◽  
pp. 61-65
Author(s):  
Qian Xu ◽  
Lin Li ◽  
An Yu Cheng

The QTT (QiTai 110m radio telescope) antenna, with large aperture and high main-reflector surface precision, whose connecting strategy between back-up structure and alidade was investigated. In order to make the reflector surface deformation coordinated, the connecting strategies of “umbrella supporting”, “space truss” and “double gear” structure were constructed and analyzed based on FEM (finite element method). The results show that “double gear supporting” is superior to “space truss structure”, and the latter is better than “umbrella supporting”, while in the “umbrella supporting structure”, the smaller cone angle is good for reflector deformation coordination. These structures are easy to achieve antenna structure “homology” design.


2010 ◽  
Vol 98 (6-7) ◽  
pp. 299-316 ◽  
Author(s):  
Kyle Butler ◽  
Shuyang Cao ◽  
Ahsan Kareem ◽  
Yukio Tamura ◽  
Shigehira Ozono

2014 ◽  
Vol 525 ◽  
pp. 397-402
Author(s):  
Jian Guo Zhang ◽  
Hui Min Zhuang

Taking a long-span retractable roof structure, which locates in a coastal city of China, as an example, a wind tunnel test on a rigid model was carried out. This paper analyzes the wind load characteristics of this structure under three conditions: open, closed and closed with damage in small area of windows. The block shape coefficients as well as its variation with wind direction are given; meanwhile, this paper analyzes the fluctuation characteristics of wind load, obtaining the gust coefficient as well as the variation of fluctuation coefficients with wind direction, which can be applied to the design of coating members in this structure. By comparing the analysis results under three conditions, the following conclusion can be reached: the long-span structure is more resistant against mean wind load when the roof is open than when it is closed. There is no decrease in fluctuating wind load and in some wind directions; the fluctuating wind load will be even larger. Additionally, the damage in small area of windows does not much affect the wind load characteristics on structure.


Sign in / Sign up

Export Citation Format

Share Document