Resumen
Some of perforated caisson breakwaters have double wave chambers, for which no clear guideline for estimating design load is available. The well-known Takahashi's formula (Takahashi and Shimosako, 1994) is basically applicable to single-chamber perforated caisson. Considering this, we conducted physical experiment to develop a wave pressure formula for double-chamber perforated caisson.Referencias
Takahashi, S. and Shimosako, K. (1994). Wave pressure on a perforated wall caisson, International Conference on Hydro-technical Engineering for Port and Harbor Construction (HYDRO-PORT '94), 747-764.
Authors retain copyright and grant the Proceedings right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this Proceedings.