Effect of sea level rise on sliding distance of a caisson breakwater - Optimization with probabilistic design method

Proceedings of the Coastal Engineering Conference

Volumn , Issue , 2007, Pages 4883-4893

  Okayasu, Akio ^a   Sakai, Kazuhiko ^b  

^a TOKYO UNIVERSITY OF MARINE SCIENCE AND TECHNOLOGY   (Japan)

^b Hokkaido Regional Development Bureau   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

BREAKWATERS; CAISSONS; COASTAL ENGINEERING; DESIGN; FOUNDATIONS; GLOBAL WARMING; PRESSURE VESSELS;

PROBABILISTIC DESIGN; PROBABILISTIC METHODS; PROBABILITY OF FAILURE; SEA LEVEL RISE; SECTIONAL AREAS; SLIDING DISTANCES;

SEA LEVEL;

EID: 84873035907     PISSN: 01613782     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1142/9789812709554_0409     Document Type: Conference Paper

References (5)

1. Goda, Y. 1975. Deformation of irregular waves due to depth-controlled wave breaking, Report of Port and Harbour Research Institute, 14-3, 59-106 (in Japanese) .
2. Inter-governmental Panel on Climate Change (IPCC). 2001. Third assessment report: climate change 2001: Synthesis Report, IPCC, 184pp.
3. Kim, T. M., and T. Takayama. 2003. Computational improvement for expected sliding distance of a caisson-type breakwater by introduction of a doublytruncated normal distribution, Coastal Engineering Journal, JSCE, 45-3, 387-419.
4. Shimosako, K., and S. Takahashi. 1998. Reliability design method of composite breakwater using expected sliding distance, Report of Port and Harbour Research Institute, 37-3, 1-29 (in Japanese).
5. Takayma, T., Y. Suzuki, H. Kawai, and H. Fujisaku. 1994. Approach to probabilistic design for a breakwater, Technical Notes of Port and Harbour Research Institute, 785, 1-36 (in Japanese).