Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 22
VALIDATION OF WAVE GENERATION , MEASUREMENT AND ANALYSIS Figure 9 shows results from directional wave analysis of the GH sea state by the MEM applied to data from the wave probe / current meter cluster . Figure 9 ( a ) shows measured ...
VALIDATION OF WAVE GENERATION , MEASUREMENT AND ANALYSIS Figure 9 shows results from directional wave analysis of the GH sea state by the MEM applied to data from the wave probe / current meter cluster . Figure 9 ( a ) shows measured ...
Page 582
1.2 3.0 7.0 O o o 6.0 1.0 Measured Potential Inc. Viscous 2.5 Measured Potential Inc. Viscous Measured Potential Inc. Viscous 5.0 0.8 2.0 4.0 - 0.6 o 00 1.5 3.0 0.4 1.0 - 2.0 0.2 0.5 o o T 0.0 + 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 Non ...
1.2 3.0 7.0 O o o 6.0 1.0 Measured Potential Inc. Viscous 2.5 Measured Potential Inc. Viscous Measured Potential Inc. Viscous 5.0 0.8 2.0 4.0 - 0.6 o 00 1.5 3.0 0.4 1.0 - 2.0 0.2 0.5 o o T 0.0 + 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 Non ...
Page 583
O Measured Potential Inc. Viscous 3.0 4.0 Measured Potential Inc. Viscous Measured Potential Inc. Viscous 1.6 O 2.5 3.0 1.22.0 Non - dim . Heave Response Non - dim . Pitch Response 1.5 2.0 0.8 1.0 - 0.41.0 0.5 0.0 3 6 0 9 5 0.0 0 1 2 9 ...
O Measured Potential Inc. Viscous 3.0 4.0 Measured Potential Inc. Viscous Measured Potential Inc. Viscous 1.6 O 2.5 3.0 1.22.0 Non - dim . Heave Response Non - dim . Pitch Response 1.5 2.0 0.8 1.0 - 0.41.0 0.5 0.0 3 6 0 9 5 0.0 0 1 2 9 ...
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Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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added amplitude analysis applied array bending body boundary calculated coefficient compared comparison component considered corresponding crest curve cylinder damping defined dependent depth determined developed direction displacement distribution drag dynamic effect element Engineering equation estimated experimental experiments factor field Figure flow forward frequency function given hydrodynamic increase integral interval length lift force linear load mass maximum mean measured method mooring motion natural nonlinear obtained Offshore oscillation parameters period pile plate platform potential predicted present pressure problem range ratio relative respectively response riser ship shown simulation solution spectra spectrum speed stress structure surface surge Table tension theory values velocity vertical vessel vortex wave force wave height wind