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 46
... response problem . And , the experiments in uni - directional head sea , oblique irregular waves and two - directional irregular waves were carried out . We validated the analytical method and the assumption in the theory . After all ...
... response problem . And , the experiments in uni - directional head sea , oblique irregular waves and two - directional irregular waves were carried out . We validated the analytical method and the assumption in the theory . After all ...
Page 49
... response is obtained by the double convolution integration of Eq . ( 6 ) and incident waves as follows : y12 ) ( t ) ... response function in frequency domain . If method A is applied , it is possible that output of 2nd- order time series ...
... response is obtained by the double convolution integration of Eq . ( 6 ) and incident waves as follows : y12 ) ( t ) ... response function in frequency domain . If method A is applied , it is possible that output of 2nd- order time series ...
Page 144
... response spectra , as a function of radian 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 ...
... response spectra , as a function of radian 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 ...
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