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 582
Sway Response Non - dim . Heave Response Non - dim . Roll Response Non - dim . Heave Response Non - dim . Surge Response Non - dim . Pitch Response Non - dim . Sway Response Non - dim . Surge Response Non - dim .
Sway Response Non - dim . Heave Response Non - dim . Roll Response Non - dim . Heave Response Non - dim . Surge Response Non - dim . Pitch Response Non - dim . Sway Response Non - dim . Surge Response Non - dim .
Page 583
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 10 Non - dim . Enc . Frequency Fig 25. SWATHI Model in head seas ( Fn = 0.13 ) 2.0 Measured Potential 1.6 Inc. Viscous 0.0 0 1 2 3 6 7 8 9 ...
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 10 Non - dim . Enc . Frequency Fig 25. SWATHI Model in head seas ( Fn = 0.13 ) 2.0 Measured Potential 1.6 Inc. Viscous 0.0 0 1 2 3 6 7 8 9 ...
Page 112
The high frequency peak reflects the wave frequency response and is due to the linear force . The low frequency peak is a resonance response at the surge natural frequency . This is the slowly - varying drift response and results from ...
The high frequency peak reflects the wave frequency response and is due to the linear force . The low frequency peak is a resonance response at the surge natural frequency . This is the slowly - varying drift response and results from ...
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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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Common terms and phrases
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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1990 |
| Export Citation | BiBTeX EndNote RefMan |