Abstract
Reliability design of maritime structures based on the deformation level will be one of the most important future design tools. However, it has not been fully applied to actual design since it is very difficult to take the various design condition into account. The present paper points out on the basis of the experimental results in random wave field, the influences of the state of wave-dissipating blocks on the wave pressures at several cross sections of a breakwater, and the stochastic characteristics of obtained data was examined. The random wave experiment data and the regular wave data correspond well when the impulsive wave pressure is not generated, however when the impulsive wave pressure is generated, the wave pressure on still water level of both experiments are greatly different.
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Schedule a callMore From: Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)
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