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
... wave height and the mean wave 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 ...
... wave height and the mean wave 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 ...
Page 65
... Wave height ( cm ) No.2 ; V = 5m / s ; T = 1.248 6 8 case D 10 12 14 case A case B case C case 10 12 14 0.8 Wave height ( cm ) No.3 ; V = 5m / s ; T = 1.248 0.6 ៩ 0.4 0.2 1 0.8 0.6 0.4 0.2 O 6 8 Wave height ( cm ) No.1 ; V = 5m / s ; T ...
... Wave height ( cm ) No.2 ; V = 5m / s ; T = 1.248 6 8 case D 10 12 14 case A case B case C case 10 12 14 0.8 Wave height ( cm ) No.3 ; V = 5m / s ; T = 1.248 0.6 ៩ 0.4 0.2 1 0.8 0.6 0.4 0.2 O 6 8 Wave height ( cm ) No.1 ; V = 5m / s ; T ...
Page 127
... wave height and period . Tow carriage velocity was determined using a series light gates placed at opposite ends of ... wave probe . Motion response measurements were made using a non- invasive optical measurement and software system ...
... wave height and period . Tow carriage velocity was determined using a series light gates placed at opposite ends of ... wave probe . Motion response measurements were made using a non- invasive optical measurement and software system ...
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