CFD and Mapping-Induced FSI Analyses of Soundproof Tunnels with Un-symmetric Shapes under a Turbulent Wind Load

Author(s):  
Byung-Jik Son ◽  
Myung-Hyun Noh ◽  
Sang-Youl Lee
Keyword(s):  
1996 ◽  
Vol 65 (1-3) ◽  
pp. 43-54 ◽  
Author(s):  
U. Peil ◽  
H. Nölle ◽  
Z.H. Wang

2011 ◽  
Vol 90-93 ◽  
pp. 1365-1368
Author(s):  
Yong Tao Gao ◽  
Xiao Hu

Due to the applicable installation height, small mass, flexible characteristic, and small damp, the adherent billboard could easily result in vibration with the wind effect. The main factor is the turbulence among the cause effects. Combining the structural dynamic theory, and considering the characteristic of the adherent billboard, a wind effect calculation formula is set up considering the turbulent wind that is resulted by the 1st vibration type. Hope to provide some reference for similar structure designs.


2013 ◽  
Vol 770 ◽  
pp. 155-158
Author(s):  
Meng Long Zhou ◽  
Bin Lin ◽  
Xu Zhang ◽  
Xiao Feng Zhang ◽  
Peng Fei Liu

Research about sea wind load effect on ship loader is completed in this paper. Entity modeling method and solid element is used in the process of finite element modeling. Sea wind is divided into the steady wind and the turbulent wind. The steady wind is disposed as the constant speed wind which can be converted to wind pressure. After the static load solution, modal analysis is conducted which is essential for the following dynamic analysis. Because turbulent wind has random amplitude, direction and frequency, random vibration analysis method is used in the dynamic analysis process. With the results from the three representative positions, it is concluded that the displacement size and dynamic response intensity is in direct proportion to the height of the position.


Author(s):  
Andrzej Flaga ◽  
G. Bosak ◽  
T. Michalowski
Keyword(s):  

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