Verification procedures of performance-based design on the sliding stability of composite breakwaters

Ocean '04 - MTS/IEEE Techno-Ocean '04: Bridges across the Oceans - Conference Proceedings

Volumn 1, Issue , 2004, Pages 53-58

  Shimosako, K ^a   Tada, K ^b  

^a PORT AND AIRPORT RESEARCH INSTITUTE   (Japan)

^b Ministry of Land Infrastructure and Transport   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

COASTAL ZONES; COMPOSITE STRUCTURES; COMPUTER SIMULATION; OCEAN STRUCTURES; OPTIMIZATION; PROBABILITY DISTRIBUTIONS; SAFETY FACTOR; STRUCTURAL ANALYSIS; WAVE TRANSMISSION;

CAISSON WEIGHT; COASTAL STRUCTURES; COMPOSITE BREAKWATERS; SLIDING STABILITY;

BREAKWATERS;

EID: 19644372189     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (5)

1. T. Takayama, Y. Suzuki, H. Kawai, and H. Fujisaku, "Approach to probabilistic design for a breakwater," Technical Note of the Port and Harbour Research Institute, No. 785, 36p., September, 1994., in Japanese.
2. K. Shimosako and S. Takahashi, "Application of expected sliding distance method for composite breakwaters design," Proc. Coastal Engineering 2000, pp. 1885-1898, 2000.
3. S. Takahashi, K. Shimosako, and M. Hanzawa, "Performance design for maritime structures and its application to vertical breakwaters - caisson sliding and deformation-based reliability design -," Proc. Advanced design of maritime structures in the 21st century, Port and Harbour Research Institute, pp.63-73, 2001.
4. Y. Goda and H. Takagi, "A reliability design method of caisson breakwaters with optimal wave heights," Coastal Engineering Journal, Vol. 42, No. 4, pp. 357-387, 2000.
5. Y. Goda, "Performance-based design of caisson breakwaters with new approach to extreme wave statistics," Coastal Engineering Journal, Vol. 43, No. 4, pp. 289-316., 2001.