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 87
... ANALYSIS OF DYNAMIC CHARACTERISTICS OF PLATFORM MODELS AND COMMENTS The re- 1. Lumped mass structure estimates and ex- perimental modal analyses were made separately in the analysis of the dynamic characteristics of the platform models ...
... ANALYSIS OF DYNAMIC CHARACTERISTICS OF PLATFORM MODELS AND COMMENTS The re- 1. Lumped mass structure estimates and ex- perimental modal analyses were made separately in the analysis of the dynamic characteristics of the platform models ...
Page 129
Diffraction Analysis The analytical procedure is based on discretizing the three - dimensional rigid - body surface with a finite number of facets . Each facet is represented by an unknown source or sink velocity potential . The ...
Diffraction Analysis The analytical procedure is based on discretizing the three - dimensional rigid - body surface with a finite number of facets . Each facet is represented by an unknown source or sink velocity potential . The ...
Page 133
EFFICIENT COMPLIANT TOWER ANALYSIS AND DESIGN SYSTEM D. G. Morrison and C. Llorente Hudson Engineering Corporation Houston , Texas S 8751 ** SUC SOC 103 USH I SRVAC raphica. ABSTRACT Compliant Tower analysis and design have become ...
EFFICIENT COMPLIANT TOWER ANALYSIS AND DESIGN SYSTEM D. G. Morrison and C. Llorente Hudson Engineering Corporation Houston , Texas S 8751 ** SUC SOC 103 USH I SRVAC raphica. ABSTRACT Compliant Tower analysis and design have become ...
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