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 165
RANDOM EXTREME WAVE ANALYSIS OF DEEPWATER STRUCTURES C. Y. Chen , S. Armbrust , and C. Llorente Hudson Engineering ... ABSTRACT This paper first reviews various random wave analysis procedures for designing deepwater structures under an ...
RANDOM EXTREME WAVE ANALYSIS OF DEEPWATER STRUCTURES C. Y. Chen , S. Armbrust , and C. Llorente Hudson Engineering ... ABSTRACT This paper first reviews various random wave analysis procedures for designing deepwater structures under an ...
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1 0 -.1 -.2 .2 .1 0 -.1 2 0 سلسالسيليسيا whole wave force whole wave force · 05 on - oft דייזי 0 .05 -.1 0 و لسلسلسل on - oft 1 5 10 15 20 5 10 15 20 Time ( sec . ) Time ( sec . ) Fig . 8 Control results of rigid pipe ( wave period ...
1 0 -.1 -.2 .2 .1 0 -.1 2 0 سلسالسيليسيا whole wave force whole wave force · 05 on - oft דייזי 0 .05 -.1 0 و لسلسلسل on - oft 1 5 10 15 20 5 10 15 20 Time ( sec . ) Time ( sec . ) Fig . 8 Control results of rigid pipe ( wave period ...
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and wave period of 13.25 seconds was applied to the structure without the current profile ( operational wave ) . This load condition was selected to illustrate response characteristics rather than to evaluate an actual design .
and wave period of 13.25 seconds was applied to the structure without the current profile ( operational wave ) . This load condition was selected to illustrate response characteristics rather than to evaluate an actual design .
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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