The volume of fluid (VOF) method is presented to determine the reflection coefficient of and the total horizontal wave force on perforated caisson breakwaters.
The structural design and protective methods for the 100 kW shoreline wave power station in China are described in detail. The proper structural type is designe
The effects of different lateral confinement stress on the fatigue behavior of and cumulative damage to plain concrete are investigated experimentally. Eighty 1