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
The results of experimental modal analysis and finite element calculation of both platforms indicate that they exhibit not only bending vibrations in the x and y directions but obvious torsional vibrations of lower modes .
The results of experimental modal analysis and finite element calculation of both platforms indicate that they exhibit not only bending vibrations in the x and y directions but obvious torsional vibrations of lower modes .
Page 129
source or 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 sink velocity potential .
source or 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 sink velocity potential .
Page 133
ABSTRACT INTRODUCTION Compliant Tower analysis and design have become important with the prospects of deepwater production . The Compliant Tower is a concept that is designed with a long fundamental period of response compared with the ...
ABSTRACT INTRODUCTION Compliant Tower analysis and design have become important with the prospects of deepwater production . The Compliant Tower is a concept that is designed with a long fundamental period of response compared with the ...
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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 unit vane vessel wave weight wire