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 | Span bridges | Dynamic structural analysis | Cable stayed bridges | Wind engineering | Modal analysis | Cables
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