A STUDY ON THE AERODYNAMIC RESPONSES OF BRIDGE DECK SECTIONS TO A GUSTY WIND
Author:
Affiliation:
1. THE JAPAN SOCIETY OF CIVIL ENGINEERS
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1985/362/1985_362_371/_pdf
Reference21 articles.
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2. 2) Davenport, A. G.: The application of statistical concepts to the wind loading of structures, Proc. of ICE, Vol. 19, pp. 449-472, 1961.
3. 3) Davenport, A. G.: The response of slender, line-like structures to a gusty wind, Proc. of ICE, Vol. 23, pp. 389-408, 1962.
4. 4) Davenport, A. G.: Buffeting of a suspension bridge by storm winds, J. ST Div., Proc. of ASCE, Vol. 88, No. ST3, pp. 233-268, 1962.
5. 5) Scanlan, R. H. and Gade, R. H.: Motion of suspended bridge spans under gusty wind, J. ST Div., Proc. of ASCE, Vol. 103, No. ST9, pp. 1867-1883, 1977.
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