A time-independent finite-difference numerical scheme is developed to study the dynamic responses of both submerged , floating breakwater and composite floating breakwaters under wave force . The composite floating breakwaters is based on a moored floating bodies and submerged obstacle. The fully nonlinear kinematic free surface conditions and dynamic conditions are considered in the analysis .The numerical results were validated by several bench mark studies and existing reporting results. The wave reducing effect of both submerged, floating breakwaters and composite floating breakwaters were analysis and discussed¡C
| Identifer | oai:union.ndltd.org:NSYSU/oai:NSYSU:etd-0910104-172631 |
| Date | 10 September 2004 |
| Creators | Hsiao, Hsun-Kuo |
| Contributors | Bang - Fuh Chen, Kao, Chia-Chuen, Wen-Juinn Chen |
| Publisher | NSYSU |
| Source Sets | NSYSU Electronic Thesis and Dissertation Archive |
| Language | Cholon |
| Detected Language | English |
| Type | text |
| Format | application/pdf |
| Source | http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0910104-172631 |
| Rights | unrestricted, Copyright information available at source archive |
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