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 5
Tina = ÑNL pla / Hs ) 3.00 ( 27 ) +17 ka RAYLEIGH ( 26 ) NONLINEAR pla H2 2.50 BRETSCHNEIDER R 0.275 ( 2 ) Ho exp ( + Mo a ? 2μο - ) 17 ka 1 + ika exp ( Ft.com ) ' M2 a 2.00 1.50 1.00 A comparison of ( 26 ) to ( 8 ) again reveals that ...
Tina = ÑNL pla / Hs ) 3.00 ( 27 ) +17 ka RAYLEIGH ( 26 ) NONLINEAR pla H2 2.50 BRETSCHNEIDER R 0.275 ( 2 ) Ho exp ( + Mo a ? 2μο - ) 17 ka 1 + ika exp ( Ft.com ) ' M2 a 2.00 1.50 1.00 A comparison of ( 26 ) to ( 8 ) again reveals that ...
Page 15
Tina = pla / Hs ) 3.00 ÑNL 21417 ka ' M2 pla ) - ( 26 ) RAYLEIGH NONLINEAR 2.50 BRETSCHNEIDER R : 0.275 ( 241 ) exp ( + 17 ka ( - ) ho exp ( Frem + - ) H2 Zμο 1 + ka 2μο 2.00 1.50 1.00 A comparison of ( 26 ) to ( 8 ) again reveals that ...
Tina = pla / Hs ) 3.00 ÑNL 21417 ka ' M2 pla ) - ( 26 ) RAYLEIGH NONLINEAR 2.50 BRETSCHNEIDER R : 0.275 ( 241 ) exp ( + 17 ka ( - ) ho exp ( Frem + - ) H2 Zμο 1 + ka 2μο 2.00 1.50 1.00 A comparison of ( 26 ) to ( 8 ) again reveals that ...
Page 146
The free decay tests in still water and in waves were analyzed using a nonlinear second - order equation of motion . The nonlinearity appeared as a damping term proportional to the square of the vessel velocity .
The free decay tests in still water and in waves were analyzed using a nonlinear second - order equation of motion . The nonlinearity appeared as a damping term proportional to the square of the vessel velocity .
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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 |
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