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 92
waves zt NW NNE Waveride ! w KAIMEI YESE SSW Riser cable Q2km Splicer wave Submarine cable 2315km a Hakusan VIsland Thus the average values for significant in the vicinity of KAIMEI during the test period were the following : wave ...
waves zt NW NNE Waveride ! w KAIMEI YESE SSW Riser cable Q2km Splicer wave Submarine cable 2315km a Hakusan VIsland Thus the average values for significant in the vicinity of KAIMEI during the test period were the following : wave ...
Page 94
test 200 150 averaged total air power ( kW ) 100 50 0 3 2 significant wave height Hs ( m ) in air chamber as a characteristics of air output in each air chamber . In the second phase of KAIMEI which was carried out during 1977 to 1978 ...
test 200 150 averaged total air power ( kW ) 100 50 0 3 2 significant wave height Hs ( m ) in air chamber as a characteristics of air output in each air chamber . In the second phase of KAIMEI which was carried out during 1977 to 1978 ...
Page 329
If the significant wave height is taken as four times the the square root of the area under the power spectrum , the corresponding significant waves for the softest to stiffest soil conditions 7.9 ft , 12.6 ft and 20.4 ft respectively .
If the significant wave height is taken as four times the the square root of the area under the power spectrum , the corresponding significant waves for the softest to stiffest soil conditions 7.9 ft , 12.6 ft and 20.4 ft respectively .
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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 |