Three-Dimensional Numerical Modeling of a Coastal Highway Bridge under Stokes Waves

Table 1

Considered parameters in the validation of the FSI model with Bradner et al. 11.

Parameter	Value
Girder height
Girder spacing
Deck thickness
Overall height
Span length
Width
Structural vibration period
Damping ratio
Damping coefficient
Still water depth, d
Wave height, H
Wave period, T
Wavelength