Wind Cross-Spectrum Effects on Long-Span Bridges

by N. P. Jones, Johns Hopkins Univ, Baltimore, United States,
A. Jain, Johns Hopkins Univ, Baltimore, United States,
R. H. Scanlan, Johns Hopkins Univ, Baltimore, United States,



Document Type: Proceeding Paper

Part of: Engineering Mechanics

Abstract:

This paper discusses current analysis for long span bridge response based on wind components. The authors summarize the development of techniques which take such components into account, and assess the magnitude og its contribution.



Subject Headings: Bridge components | Cable stayed bridges | Bridge tests | Span bridges | Cables | Modal analysis | Wind engineering | Structural response

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