In the present study, a two-dimensional numerical model based on a time-independent finite difference method was developed and the model is used to analysis the dynamic interaction among wave, sloshing fluid in tank and the floating tank. The free surface of wave and sloshing fluid in the tank are all assumed to be a single value function and the wave breaking is, therefore, not considered in the study.
The numerical model is firstly validated by some bench make studies. Extensive simulation were made to discuss the effects of geometry of the floating tank, the ratio of depth to breadth of fluid in tank, the fundamental freq of floating tank ¡V structure system etc.
| Identifer | oai:union.ndltd.org:NSYSU/oai:NSYSU:etd-0122109-204409 |
| Date | 22 January 2009 |
| Creators | Li, Liang-cheng |
| Contributors | Kuo-Tung Chang, Ching-Jer Huang, 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-0122109-204409 |
| Rights | unrestricted, Copyright information available at source archive |
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