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 169
... distribution is made , and a comparison of the exact power distribution off the European Atlantic coasts against the results of these methods is presented . It was concluded that the wave rose is generally not a good estimator for the ...
... distribution is made , and a comparison of the exact power distribution off the European Atlantic coasts against the results of these methods is presented . It was concluded that the wave rose is generally not a good estimator for the ...
Page 170
... distribution of energy density in the frequency ƒ and direction domains . Using this spectral description the above relationship becomes ∞ 2x W Pg E E ( f , 0 ) dfde . ( 2 ) The energy density distribution in the frequency domain is ...
... distribution of energy density in the frequency ƒ and direction domains . Using this spectral description the above relationship becomes ∞ 2x W Pg E E ( f , 0 ) dfde . ( 2 ) The energy density distribution in the frequency domain is ...
Page 172
... distribution , the distribution 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 ...
... distribution , the distribution 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 ...
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