^¤åºKn
A time-independent finite-difference numerical scheme is developed to study the dynamic response of a submerged and a floating breakwater under the wave loading of a fully numerical force. The coupled surge, heave and pitch motion of a floating breakwater and the wave-structure interaction are included in the model. The numerical results are validated uses several bench mark studies and results available elsemlse. The wave reducing effect of a submerged and a floating breakwaters were analysis and discusse.
| Identifer | oai:union.ndltd.org:NSYSU/oai:NSYSU:etd-0214101-111447 |
| Date | 14 February 2001 |
| Creators | Chen, Pei-Hong |
| Contributors | Ching-Jer Huang, Wen-Kai Weng, Rong-Zhong Xu, Bang -Fuh 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-0214101-111447 |
| Rights | unrestricted, Copyright information available at source archive |
Page generated in 0.0021 seconds