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“ The application of acoustic theory to the reflective property of coastal engineering structure,” DME/NAE Quarterly Bulletin N. “ A perforated vertical wall breakwater,” The Dock and Harbour Authority XII (486), 394–398. Japan Port and Harbour Association (JPHA) Technical Standards and Commentaries for Port and Harbor Facilities, JPHA, Tokyo (in Japanese).“ Shoaling and refraction coefficient of finite amplitude waves,” Coastal Eng. “ Calculation of expected sliding distance of breakwater caisson considering variability in wave direction,” Coast. Advanced Design of Maritime Structures in the 21st Century, Port and Harbour Res. “ A reliability design method of caisson breakwaters with optimal wave heights,” Coast. Random Seas and Design of Maritime Structures, 3rd edn., World Scientific, Singapore, p. “ Revisiting Wilson’s formulas for simplified wind-wave prediction,” J. “ Performance-based design of caisson breakwaters with new approach to extreme wave statistics,” Coast. “ Irregular wave deformation in the surf zone,” Coastal Eng. “ Hydraulic design of perforated breakwaters,” J. “ Wave forces on solid and perforated caisson breakwaters: Comparison of field and laboratory measurements,” Proc. Franco, L., De Gerloni, M., Passoni, G.“ Improvement in calculation of resistance force on caisson sliding due to tilting,” Coast. Army Corps of Engineers, Washington, D.C., USA, p. “, Reliability based design of coastal structures, ” Chapter VI-6, Coastal Engineering Manual, Part VI: Design of Coastal Project Elements, S. “Breakwaters with vertical and inclined concrete walls: Identification and evaluation of design tools,” Report of Sub-Group A, Working Group 28, Permanent Technical Committee II, Permanent International Association of Navigation Congresses, Brussels, Belgium. “ A mathematical model of a slotted wavescreen breakwater,” Coastal Engineering 18, 231–249. However, if the breakwater is designed to satisfy the criterion for exceedance percentage in the repairable limit state, the former method is more economical than the latter in all water depths. If the criterion for expected sliding distance or exceedance percentage is used in the ultimate limit state, the former method is less economical than the latter outside the surf zone, whereas the two methods are equally economical inside the surf zone. The performance-based design method is either more economical or less economical than the deterministic method depending on which design criterion is used. Both the expected sliding distance and the exceedance percentage of total sliding distance during the structure lifetime decrease shorewards outside the surf zone, but they increase again toward the shore inside the surf zone. The developed performance-based design method is then compared with the conventional deterministic method in different water depths. A good agreement is shown between the model and experimental results. First, to verify the mathematical model to calculate the sliding distance of a perforated-wall caisson, hydraulic experiment is conducted. In this study, the performance-based design method developed for a conventional solid-wall caisson breakwater is extended to a perforated-wall caisson breakwater.
