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 291
Two important times were those of maximum dynamic base shear and overturning moment . 3 ) Pile area · Only the first mode period was significantly influenced by the pile area . A 25 % change in pile area resulted in a 10 ...
Two important times were those of maximum dynamic base shear and overturning moment . 3 ) Pile area · Only the first mode period was significantly influenced by the pile area . A 25 % change in pile area resulted in a 10 ...
Page 293
Similar to regular wave response , the maximum dynamic base shear is substantially out of phase with the applied wave load ; implying inertia dominated response . As for the regular wave response , two important loading times were ...
Similar to regular wave response , the maximum dynamic base shear is substantially out of phase with the applied wave load ; implying inertia dominated response . As for the regular wave response , two important loading times were ...
Page 371
Although not presented here because of limitation of space , the shape of the maximum axial stress for excitations B and C is very similar to the above figures for excitation A [ 29 ] indicating that heave acceleration is the ...
Although not presented here because of limitation of space , the shape of the maximum axial stress for excitations B and C is very similar to the above figures for excitation A [ 29 ] indicating that heave acceleration is the ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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Common terms and phrases
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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |