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Published in 2018 at "KSCE Journal of Civil Engineering"
DOI: 10.1007/s12205-018-0322-1
Abstract: Scanlan’s semi-empirical nonlinear model has been widely applied in bridge engineering because of its simplicity. However, it is based on the oscillation displacement, and thus it fails to describe the Vortex-induce Vertical Force (VIVF) on…
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Keywords:
improvement scanlan;
nonlinear model;
proposed model;
model ... See more keywords