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 language | English |
|---|---|
| Article number | 03004 |
| Journal | MATEC Web of Conferences |
| Volume | 1 |
| DOIs | |
| State | Published - 2012 |
| Event | 1st International Conference on Structural Nonlinear Dynamics and Diagnosis, CSNDD 2012 - Marrakech, Morocco Duration: Apr 30 2012 → May 2 2012 |
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