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 157
The uniqueness of the analysis procedure is derived from the use of empirical orthogonal functions ( EOF ) to synthesize the structure of parameterized input spectra and transfer functions . The procedure may be applied quite generally ...
The uniqueness of the analysis procedure is derived from the use of empirical orthogonal functions ( EOF ) to synthesize the structure of parameterized input spectra and transfer functions . The procedure may be applied quite generally ...
Page 187
The SLE spectra were compared with the API RP 2A ( 1 ) design spectra for this region and significant differences were noted for the region north of the Aleutian Islands . The revised zoning map recommended in this study is believed to ...
The SLE spectra were compared with the API RP 2A ( 1 ) design spectra for this region and significant differences were noted for the region north of the Aleutian Islands . The revised zoning map recommended in this study is believed to ...
Page 494
Figure 8 shows power spectra for the x - axis ( inline ) accelerometers for each of the five instrument bottles . The time records from which they calculated were recorded during the 480 second , 150 - were - East ( ...
Figure 8 shows power spectra for the x - axis ( inline ) accelerometers for each of the five instrument bottles . The time records from which they calculated were recorded during the 480 second , 150 - were - East ( ...
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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