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 111
... developed a part of research activities on a land - type OTEC ( Ocean Thermal Energy Conversion ) plant . as In this research the following two themes were focused on : - Pipeline structure and laying method - Pipe materials and hybrid ...
... developed a part of research activities on a land - type OTEC ( Ocean Thermal Energy Conversion ) plant . as In this research the following two themes were focused on : - Pipeline structure and laying method - Pipe materials and hybrid ...
Page 330
... developed for 10 ft wave heights using the soil conditions obtained at the proposed caisson site . These soil conditions were similar to those encountered in the uppermost 50 - ft at the platform site . The transfer functions developed ...
... developed for 10 ft wave heights using the soil conditions obtained at the proposed caisson site . These soil conditions were similar to those encountered in the uppermost 50 - ft at the platform site . The transfer functions developed ...
Page 481
... developed in recent years for predict- ing the dynamics of slack cables with and without arrays of attached discrete masses . INTRODUCTION Cables are employed in a wide variety of marine and offshore operations . Common examples include ...
... developed in recent years for predict- ing the dynamics of slack cables with and without arrays of attached discrete masses . INTRODUCTION Cables are employed in a wide variety of marine and offshore operations . Common examples include ...
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