Evaluation of buffeting predictions of a cable-stayed bridge from full-scale measurements

Author:

Macdonald John H.G.

Publisher

Elsevier BV

Subject

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

Reference23 articles.

1. A.G. Davenport, A statistical approach to the treatment of wind loading on tall masts and suspension bridges, Ph.D. Thesis, Department of Civil Engineering, University of Bristol, 1961.

2. P.A. Irwin, Wind tunnel and analytical investigations of the response of the Lions’ Gate Bridge to a turbulent wind, National Research Council of Canada, National Aeronautical Establishment, Report LTR-LA-210, 1977.

3. Motion of suspended bridge spans under gusty wind;Scanlan;J. Struct. Division ASCE,1977

4. N.P. Jones, R.H. Scanlan, A. Jain, H. Katsuchi, Advances (and challenges) in the prediction of long-span bridge response, Proceedings of the International Symposium Advances in Bridge Aerodynamics, 10–13 May, Copenhagen, Balkema, 1998, pp. 59–85.

5. A.G. Davenport, The application of statistical concepts to the wind loading of structures, Proceedings of the ICE, Vol. 19, 1961, pp. 449–472.

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