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 iii
FOREWORD The annual International Conference on Offshore Mechanics and Arctic Engineering ( OMAE ) continues to serve as a major international forum for the presentation of research and engineering works on interdisciplinary offshore ...
FOREWORD The annual International Conference on Offshore Mechanics and Arctic Engineering ( OMAE ) continues to serve as a major international forum for the presentation of research and engineering works on interdisciplinary offshore ...
Page 72
Palanisamy , R. , " Finite element modeling of remote - field eddy current nondestructive testing phenomenon , " paper presented The Second National Seminar on Nondestructive Evaluation of Ferromagnetic Materials , Dresser Atlas Company ...
Palanisamy , R. , " Finite element modeling of remote - field eddy current nondestructive testing phenomenon , " paper presented The Second National Seminar on Nondestructive Evaluation of Ferromagnetic Materials , Dresser Atlas Company ...
Page 97
There , a time - domain analysis of OWC devices based on Inverse Fourier Transform was presented . Now , a time - domain analysis based on the Convolution Integral is developed and applied to investigate the on - line control of OWC ...
There , a time - domain analysis of OWC devices based on Inverse Fourier Transform was presented . Now , a time - domain analysis based on the Convolution Integral is developed and applied to investigate the on - line control of OWC ...
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Contents
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
PIPELINES | 40 |
Copyright | |
38 other sections not shown
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analysis angle applied assumed axial bending cable calculated characteristics clay coefficient components Conference considered core cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation field Figure flow forces frequency function geometry given included increase installation International length limit linear load lower mass material matrix maximum measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position predicted presented pressure problem production range ratio REFERENCES response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel void ratio wave weight wire