Efficient hydrodynamic analysis of very large floating structures
β Scribed by J.N. Newman
- Publisher
- Elsevier Science
- Year
- 2005
- Tongue
- English
- Weight
- 344 KB
- Volume
- 18
- Category
- Article
- ISSN
- 0951-8339
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π SIMILAR VOLUMES
Two techniques are introduced in the three-dimensional hydroelastlcity theory to increase the computational efficiency for the determination of the dynamic response of very large floating structures (VLFS). One technique is related to the convergence of the Green function and its derivatives, namely
The conceptual design of a very large floating structure (VLFS) requires a convenient computer code for predicting hydroelastic behavior of it. The code should not be time consuming, but it should be flexible for all environmental conditions. In order to meet the needs, we apply the ray theory for p
When a pontoon-type, very large floating structure is heavily loaded in the central portion, it will deform with its central deflection much larger than its corner deflections. The resulting differential deflection, if large enough, may cause machines and equipment sensitive to differential deflecti