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 85
... fixed plat- form and a jack - up drilling platform with foundation mat and presents the results of testing and analysis . Comparisons have been made with finite element analyses and other dynamic analyses . In addition , dynamic dis ...
... fixed plat- form and a jack - up drilling platform with foundation mat and presents the results of testing and analysis . Comparisons have been made with finite element analyses and other dynamic analyses . In addition , dynamic dis ...
Page 165
... fixed stiff platforms and compliant towers are discussed . The random wave analysis procedures are then applied to a 1350 ft . water depth fixed platform . The reduction in design force levels due to random waves is indicated by ...
... fixed stiff platforms and compliant towers are discussed . The random wave analysis procedures are then applied to a 1350 ft . water depth fixed platform . The reduction in design force levels due to random waves is indicated by ...
Page 254
... fixed at 9.0 cm . RESULTS Figure 7 shows a comparison between the response of the uncontrolled system and the response of a con- trolled system in calm water . The top diagram shows a time history of the free motion of the system fixed ...
... fixed at 9.0 cm . RESULTS Figure 7 shows a comparison between the response of the uncontrolled system and the response of a con- trolled system in calm water . The top diagram shows a time history of the free motion of the system fixed ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis anchor applied bending calculations components Conference connected considerable considered construction cost curve damage depth determined direction displacement distribution drilling dynamic effect element energy Engineering equation equipment excitation fatigue field Figure fixed flexible floating flow forces frequency function geometry included increase inspection installation International joint length limit linear load lower mass matrix maximum mean measured Mechanics method mode model tests mooring mooring system motion obtained Offshore operating parameters performance period phase pile pipe pipeline platform position presented pressure production ratio response riser RPIT shear shown shows significant soil static stiffness strength stress structure surface Table technique Technology tension tool tower turbine vessel wave weight