Aerodynamic investigations for the tender design concepts of the Oresund cable-stayed bridge

Journal of Wind Engineering and Industrial Aerodynamics

Volumn 80, Issue 3, 1999, Pages 351-372

  Strommen E ^a   Hjorth Hansen, E ^a   Hansen, S O ^b   Bogunovic Jakobsen, J ^c  

^a NORWEGIAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Norway)

^b Sct Jørgens Allé 5 7 ^*  (Denmark)

^c UNIVERSITY OF STAVANGER   (Norway)

Author keywords

[No Author keywords available]

Indexed keywords

BOX GIRDER BRIDGES; BRIDGE DECKS; BUFFETING; CABLE STAYED BRIDGES; DYNAMIC RESPONSE; FLUID STRUCTURE INTERACTION; VORTEX SHEDDING; WIND EFFECTS; WIND TUNNELS;

ADMITTANCE FUNCTIONS;

AERODYNAMICS;

AERODYNAMICS; BUFFETING; CABLE STAYED GIRDER BRIDGE; INSTABILITY; VORTEX SHEDDING; WIND TUNNEL MODELING;

EID: 0033120968     PISSN: 01676105     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0167-6105(98)00199-8     Document Type: Article

References (7)

1. E. Hjorth-Hansen, Section model tests, Proc. 1st Int. Symp. on Aerodynamics of Large Bridges, Copenhagen, February 1992.
2. S. Krenk, Wind field coherence and dynamic wind forces, in: Næss, Krenks (Eds.), Proc. Advances in Nonlinear Stochastic Mechanics, Kluwer, Dordrecht, 1996.
3. Simiu E., Scanlan R. Wind Effects on Structures. 2nd ed. 1986;Wiley, New York.
4. J.B. Jakobsen, Fluctuating wind load and response of a line-like engineering structure with emphasis on motion-induced wind forces, Ph.D. Thesis, Department of Structural Engineering, Norwegian University of Science and Technology, Trondheim, 1995.
5. Dyrbye C., Hansen S.O. Wind Loads on Structures. 1996;Wiley, New York.
6. Ch. Hoen, System identification of structures excited by stochastic load processes, Ph.D. Thesis, Norwegian University of Science and Technology, Trondheim, 1991.
7. ESDU, Wind Engineering, Characteristics of Atmospheric Turbulence Near the Ground, Parts I, II and III, Engineering Science Data Unit International plc., London, UK.