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 132
... loading is a critical part of the successful cage / mooring system design . The best condition for the cage is to remain fixed relative to the tidal and low frequency currents , but to move with the waves so that there is relatively ...
... loading is a critical part of the successful cage / mooring system design . The best condition for the cage is to remain fixed relative to the tidal and low frequency currents , but to move with the waves so that there is relatively ...
Page 135
... loading conditions are shown in Fig . 8a , b . The figure also presents the maximum calculated tensions at the anchor , in the mooring legs and in the attachment lines . Orientation Loading 1 2 1 2 Pre- tension Extreme Extreme Typical ...
... loading conditions are shown in Fig . 8a , b . The figure also presents the maximum calculated tensions at the anchor , in the mooring legs and in the attachment lines . Orientation Loading 1 2 1 2 Pre- tension Extreme Extreme Typical ...
Page 136
... loading . The maximum tensions in the moorings are lower for this configuration , as compare to their values when both cages are on the surface . However , the distortion of the gravity - type cage is still unacceptably high . Incoming ...
... loading . The maximum tensions in the moorings are lower for this configuration , as compare to their values when both cages are on the surface . However , the distortion of the gravity - type cage is still unacceptably high . Incoming ...
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