scholarly journals Discussion of Aerodynamic Stability of Long-Span Roofs based on Unsteady Aerodynamic Forces

2020 ◽  
Vol 45 (2) ◽  
pp. 42-53
Author(s):  
Yuki TAKADATE ◽  
Yasushi UEMATSU
2014 ◽  
Vol 19 (6) ◽  
pp. 649-663 ◽  
Author(s):  
Wei Ding ◽  
Yasushi Uematsu ◽  
Mana Nakamura ◽  
Satoshi Tanaka

1990 ◽  
Author(s):  
Chih-Ming Ho ◽  
Ismet Gursul ◽  
Chiang Shih ◽  
Hank Lin ◽  
Mario Lee

2018 ◽  
Vol 245 ◽  
pp. 02001 ◽  
Author(s):  
Evgenii Khrapunov ◽  
Sergei Solovev

The main ideas of the aerodynamic studies of large bridges are presented in present paper. Main types of aero-elastic instability for bridges with spans over 100 meters are considered. A two-step modeling approach is presented. At the first stage, the aerodynamic characteristics of the span fragment are considered, at the second.stage the characteristics of the whole bridge. Methods for investigation of bridge oscillations in a special-purpose experimental facility – the Landscape Wind Tunnel – are described. Examples of tests with elastic similar models of bridges are given, and measurements to mitigate dangerous oscillations early in the bridge design process are described.


Author(s):  
Igor Zolotarev ◽  
Václav Vlček ◽  
Jan Kozánek

The study presents evaluation of optical measurements of the air flow field near the fluttering profile NACA0015 with two-degrees of freedom, Mach number of the flutter occurrence were M=0.21 and M=0.45. Aerodynamic forces (drag and lift components) were evaluated independently on the upper and lower surfaces of the profile. Using the mentioned decomposition, the new information about mechanism of flutter properties was obtained. The forces on the upper and lower surfaces are phase shifted and are partially eliminated as a result of the circulation around the profile. The cycle changes of these forces cause the permanent energy contribution from the airflow to the vibrating system.


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