Most existing studies are based on the hydroelastic response of oversized floating bodies under regular waves, ignoring effect wave conditions and incident angle vibration in real sea conditions. In this paper, stability performance a single module mega-floating body at an offshore airport was investigated by using STAR-CCM + numerical simulations specific model, with introduction parameters ex...

the existing theory for wave propagation through a soil layer are not compatible with the real soil layers because in the theory the layers are flat and the sub-layers are parallel, while in real the soil layers are not flat and they may not be parallel. thus, wave propagations through a corrugated interface are so important. in this paper, a two-dimensional sh-wave propagation through a corrug...

This paper re-examines existing wave run-up data for regular, irregular and solitary waves on smooth, impermeable plane slopes. A simple physical argument is used to derive a new wave run-up equation in terms of a dimensionless wave parameter representing the maximum, depth-integrated momentum flux in a wave as it reaches the toe of the structure slope. This parameter is a physically relevant d...