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 366
N X ( t ) Σ ( a , cos w.t + b sin wnt ) ) ( 12 ) i = 1 In Eq . ( 11 ) , the phase angle E. is a random variable , taken from even distribution in the interval [ 0 , 27 ) . In Eq . ( 12 ) , the amplitudes a and b are independant random ...
N X ( t ) Σ ( a , cos w.t + b sin wnt ) ) ( 12 ) i = 1 In Eq . ( 11 ) , the phase angle E. is a random variable , taken from even distribution in the interval [ 0 , 27 ) . In Eq . ( 12 ) , the amplitudes a and b are independant random ...
Page 410
The knowledge of the instantaneous elements ' positions relative to a reference point enables the magnitude the instantaneous phase steering for each element to be calculated . This paper describes the development of the rotating array ...
The knowledge of the instantaneous elements ' positions relative to a reference point enables the magnitude the instantaneous phase steering for each element to be calculated . This paper describes the development of the rotating array ...
Page 285
PRACTICAL SAFETY MANAGEMENT THROUGH PROJECT PHASES the few from which the final is to be selected . ... The Conceptual Study Phase The Detailed Engineering Phase The Fabrication and Installation Phase It is vital to have a technical ...
PRACTICAL SAFETY MANAGEMENT THROUGH PROJECT PHASES the few from which the final is to be selected . ... The Conceptual Study Phase The Detailed Engineering Phase The Fabrication and Installation Phase It is vital to have a technical ...
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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
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 |