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Modelling of nonlinear bridge aerodynamics and aeroelasticity: A convolution based approach

  • University of Notre Dame

Research output: Contribution to journalConference articlepeer-review

2 Scopus citations

Abstract

Innovative bridge decks exhibit nonlinear behaviour in wind tunnel studies which has placed increasing importance on the nonlinear bridge aerodynamics/aeroelasticity considerations for long-span bridges. The convolution scheme concerning the first-order kernels for linear analysis is reviewed, which is followed by an introduction to higher-order kernels for nonlinear analysis. A numerical example of a longspan suspension bridge is presented that demonstrates the efficacy of the proposed scheme.

Original languageEnglish
Article number03004
JournalMATEC Web of Conferences
Volume1
DOIs
StatePublished - 2012
Event1st International Conference on Structural Nonlinear Dynamics and Diagnosis, CSNDD 2012 - Marrakech, Morocco
Duration: Apr 30 2012May 2 2012

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