| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 855977 | Procedia Engineering | 2015 | 8 Pages |
Abstract
At present, the deterministic models which are widely adopted cannot bemeet the structural reliability design requirements of coastal engineering. In this paper, aiming to the uncertainty of four hydrodynamics parameters, i.e. wave height, wave period, incident direction, and water level, a probability design of wave model tests and its analytical method are proposed, which can be used for laboratory physical experiments and numerical model tests.
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