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
... means the significant 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 ...
... means the significant 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 ...
Page 63
... mean lift coeffi- cient Ĉ and mean pressure coefficient Cp are given by the following equations , ref CL Č , = F1 / 220V S = P / 1⁄2 ref ( 2 ) ( 3 ) where FL and P are the measured mean lift force and mean pressure acting on the unit ...
... mean lift coeffi- cient Ĉ and mean pressure coefficient Cp are given by the following equations , ref CL Č , = F1 / 220V S = P / 1⁄2 ref ( 2 ) ( 3 ) where FL and P are the measured mean lift force and mean pressure acting on the unit ...
Page 175
... Mean wave power S 20 % 40 % Polar histogram for directional wave power Model : cos spreading . E W E 20 % 40 % Penod : Winter Mean wave power 20 % 40 % Fig . 1 Comparison of the mean wave rose , the exact wave power directional ...
... Mean wave power S 20 % 40 % Polar histogram for directional wave power Model : cos spreading . E W E 20 % 40 % Penod : Winter Mean wave power 20 % 40 % Fig . 1 Comparison of the mean wave rose , the exact wave power directional ...
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