Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 3
... period are assumed constant during the measured time . However , the significant wave height and the mean wave period will vary in a " long - term " prediction of the seas . In order to make long - term prediction of the workable ...
... period are assumed constant during the measured time . However , the significant wave height and the mean wave period will vary in a " long - term " prediction of the seas . In order to make long - term prediction of the workable ...
Page 127
... period . Tow carriage velocity was determined using a series light gates placed at opposite ends of the tank . The tow carriage was timed as it passed through each light gate set and the velocity was calculated . Line tension values ...
... period . Tow carriage velocity was determined using a series light gates placed at opposite ends of the tank . The tow carriage was timed as it passed through each light gate set and the velocity was calculated . Line tension values ...
Page 159
... periods . That is , the maximum occurs at the same position along the L , / ( L , + L2 ) axis for all periods , although the maximum value itself increases with the wave period . This is because the position of this maximum is dependent ...
... periods . That is , the maximum occurs at the same position along the L , / ( L , + L2 ) axis for all periods , although the maximum value itself increases with the wave period . This is because the position of this maximum is dependent ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assumed bending body bottom buoy buoyant cable cage calculated coefficient compared component considered construction Copyright cost deck deflection depth developed diameter direction displacement distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow fluid frame frequency function given grid horizontal hydrodynamic hydroelastic incident wave increases International Japan length lift force linear loading located mass maximum mean measured Mechanics meters method modal mode mooring motion navigation obtained Ocean Offshore operate period pipeline position presented pressure pump Qmax relative represented resonant respectively response robot scale shoreline shown shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind