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New Stability Formula for Wave-Dissipating Concrete Blocks Covering Horizontally Composite Breakwaters
A new stability formula for wave-dissipating concrete blocks covering horizontally composite breakwaters is proposed after reviewing the existing stability formulae and verified using experimental data. A method for estimating the expected value of the accumulated damage to wave-dissipating concrete blocks within their lifetime using the Monte Carlo simulation follows thereafter and the practicability of this method for reliability based design of wave-dissipating concrete blocks is shown.
New Stability Formula for Wave-Dissipating Concrete Blocks Covering Horizontally Composite Breakwaters
A new stability formula for wave-dissipating concrete blocks covering horizontally composite breakwaters is proposed after reviewing the existing stability formulae and verified using experimental data. A method for estimating the expected value of the accumulated damage to wave-dissipating concrete blocks within their lifetime using the Monte Carlo simulation follows thereafter and the practicability of this method for reliability based design of wave-dissipating concrete blocks is shown.
New Stability Formula for Wave-Dissipating Concrete Blocks Covering Horizontally Composite Breakwaters
Hanzawa, Minoru (Autor:in) / Sato, Hirokazu (Autor:in) / Takahashi, Shigeo (Autor:in) / Shimosako, Kenichiro (Autor:in) / Takayama, Tomotsuka (Autor:in) / Tanimoto, Katsutoshi (Autor:in)
25th International Conference on Coastal Engineering ; 1996 ; Orlando, Florida, United States
Coastal Engineering 1996 ; 1665-1678
05.08.1997
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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