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 16
... frequency . Also it is assumed that waves propagate without any distortions due to structural existence and the ... frequency and shape . At the wave frequency 0.704Hz , the snap shots of the measured data during a period in Fig . 17 ...
... frequency . Also it is assumed that waves propagate without any distortions due to structural existence and the ... frequency and shape . At the wave frequency 0.704Hz , the snap shots of the measured data during a period in Fig . 17 ...
Page 46
... frequency [ rad./sec . ] and is time . Angular frequency and time must be real number . a ) method A The Fourier transformation is applied to the method A , i.e. the complex fourier spectrum made by multiplying the frequency response ...
... frequency [ rad./sec . ] and is time . Angular frequency and time must be real number . a ) method A The Fourier transformation is applied to the method A , i.e. the complex fourier spectrum made by multiplying the frequency response ...
Page 144
... frequency ( w ) , are shown in Fig . 7. The pitch response of the fish cage bottom follows the contours of the wave for o values less than the peak frequency . At values of a greater than peak frequency , the pitch response drops off ...
... frequency ( w ) , are shown in Fig . 7. The pitch response of the fish cage bottom follows the contours of the wave for o values less than the peak frequency . At values of a greater than peak frequency , the pitch response drops off ...
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