Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 130
... circular columns and four circular pontoons , as shown in Figure 1. Heave , roll and pitch resonant periods are in the order of 2 sec and surge , sway and yaw resonant periods in the order of 100 sec . the ional method . These ...
... circular columns and four circular pontoons , as shown in Figure 1. Heave , roll and pitch resonant periods are in the order of 2 sec and surge , sway and yaw resonant periods in the order of 100 sec . the ional method . These ...
Page 151
... circular outer finish ( Figure 3 ) . Steel strand is filled with a wax compound and protected by a polythene sheath . Composite strands are similarly constructed from pultruded rods and use appropriately different blocking compounds ...
... circular outer finish ( Figure 3 ) . Steel strand is filled with a wax compound and protected by a polythene sheath . Composite strands are similarly constructed from pultruded rods and use appropriately different blocking compounds ...
Page 464
... circular shaped charges contained in hermetically sealed inflatable housings , see Fig . 5. This unit has stabilising guides for lowering onto a running line . The outside cutters consist of two semi - circular hermetically sealed ...
... circular shaped charges contained in hermetically sealed inflatable housings , see Fig . 5. This unit has stabilising guides for lowering onto a running line . The outside cutters consist of two semi - circular hermetically sealed ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire