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Akademický článek
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Wind loads and load-effects of large scale wind turbine tower with different halt positions of blade
Publikováno v:
Wind and Structures. 23:559-575
Publikováno v:
Wind and Structures. 23:367-383
Publikováno v:
Structural Engineering and Mechanics. 54:891-908
For a systematic study on wind-induced vibration characteristics of large hyperbolic cooling towers with different feature sizes, the pressure measurement tests are finished on the rigid body models of three representative cooling towers with the hei
Publikováno v:
Wind and Structures. 20:449-468
Publikováno v:
Wind and Structures. 19:443-465
Publikováno v:
Wind and Structures. 19:421-441
With the assistance of typhoon field data at aerial elevation level observed by meteorological satellites and wind velocity and direction records nearby the ground gathered in Guangzhou Weather Station between 1985 and 2001, some key wind field param
Publikováno v:
Structural Engineering and Mechanics. 49:619-629
Publikováno v:
Wind and Structures. 16:579-601
Interference effects are of considerable concern for group hyperboloidal cooling towers, but evaluation methods and results are different from each other because of the insufficient understanding on the structure behavior. Therefore, the mechanical p
Publikováno v:
Wind and Structures An International Journal. 16:279-300
This paper presents a new analysis framework for predicting the internal buffeting forces in bridge components under skew wind. A linear regressive model between the internal buffeting force and deformation under normal wind is derived based on mathe