Field measurements of the wind-induced response of a 254 m high free-standing bridge pylon-Reference-Cited by-同舟云学术

Field measurements of the wind-induced response of a 254 m high free-standing bridge pylon

Published:1998-04 Issue: Volume:74-76 Page:891-902
ISSN:0167-6105
Container-title:Journal of Wind Engineering and Industrial Aerodynamics
language:en
Short-container-title:Journal of Wind Engineering and Industrial Aerodynamics

Author:

Larose G.L,Zasso A,Melelli S,Casanova D

Publisher

Elsevier BV

Subject

Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference6 articles.

1. G.L. Larose, Extended aeroelastic investigations for the Storebælt East Bridge Pylon. DMI Report 93130.01, Rev. 0, 1994.

2. R.L. Wardlaw, Interference and proximity effects. Wind-excited vibrations of structures, CISM Courses and Lectures No. 335, Springer, New York, 1994, pp. 321–363.

3. Effects of geometrical shape on vortex-induced oscillations of bridge tower;Takeuchi;J. Wind Eng. and Ind. Aerodyn.,1990

4. S.E. Larsen, M.S. Courtney, F.Aa. Hansen, J. Hœjstrup, N.O. Jensen, Measurements of turbulence intensity and power spectra at Sprogœ, Apr. 1989-1991. Risœ Report No. M-2898, 1991.

5. S. Agrati, Estimation of structural parameters from the ambient vibration tests. M.Sc. Thesis, Politecnico di Milano, 1995.

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