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 222
OEC ΑΛΛΑ 15 40 30 Surge W & C Surge 0 10 20 Surge Displacement ( cm ) Surge Drift Surge Drift W & C Wind Velocity = 6.16 m / s Current Velocity = 0.1 m / s Wave Height = 5 cm Surge Drift ( cm ) Wind Velocity = 6.16 m / s Current ...
OEC ΑΛΛΑ 15 40 30 Surge W & C Surge 0 10 20 Surge Displacement ( cm ) Surge Drift Surge Drift W & C Wind Velocity = 6.16 m / s Current Velocity = 0.1 m / s Wave Height = 5 cm Surge Drift ( cm ) Wind Velocity = 6.16 m / s Current ...
Page 583
Surge Response Non - dim . 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 ...
Surge Response Non - dim . 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 ...
Page 112
The low frequency peak is a resonance response at the surge natural frequency . This is the slowly - varying drift response and results from the quadratic force . It can be seen that the spectra obtained by simulation and equivalent ...
The low frequency peak is a resonance response at the surge natural frequency . This is the slowly - varying drift response and results from the quadratic force . It can be seen that the spectra obtained by simulation and equivalent ...
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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 |