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 19
... obtained in closed form . The pressure components , P , and Pm , are obtained as closed form solutions with unknown coefficients by dividing fluid domain into interior and exterior regions . These unknown coefficients can be determined ...
... obtained in closed form . The pressure components , P , and Pm , are obtained as closed form solutions with unknown coefficients by dividing fluid domain into interior and exterior regions . These unknown coefficients can be determined ...
Page 153
... obtained by the WaMOS II located at lighthouse Cabo Peñas and a buoy operating about 18 nm North of WaMOS II monitoring area . The correlation coefficient is r = 0.71 . Data : Clima Marítimo . The lower correlation of 0.71 between the ...
... obtained by the WaMOS II located at lighthouse Cabo Peñas and a buoy operating about 18 nm North of WaMOS II monitoring area . The correlation coefficient is r = 0.71 . Data : Clima Marítimo . The lower correlation of 0.71 between the ...
Page 172
... obtained through the application of the cos ( ) shaped window on the 8 - year wave rose time series being quite similar to the exact power distribution . This is a common situation in the examined area Figure 2 refers to the Azores ( 39 ...
... obtained through the application of the cos ( ) shaped window on the 8 - year wave rose time series being quite similar to the exact power distribution . This is a common situation in the examined area Figure 2 refers to the Azores ( 39 ...
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