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
PROBABILISTIC DESIGN – A FREQUENCY - DOMAIN RESPONSE METHODOLOGY M. W. Spillane and S. J. Leverette Offshore Systems and Analysis Corporation Richmond , Texas ENVIRONMENTAL DATA MODEL PARAMETERS FREQUENCY INTEGRATION STATISTICAL ...
PROBABILISTIC DESIGN – A FREQUENCY - DOMAIN RESPONSE METHODOLOGY M. W. Spillane and S. J. Leverette Offshore Systems and Analysis Corporation Richmond , Texas ENVIRONMENTAL DATA MODEL PARAMETERS FREQUENCY INTEGRATION STATISTICAL ...
Page 272
A direct frequency response method is applied in establishing response transfer functions , and the response statistics are found from a spectral analysis . required . This involves the derivative of the transfer functions .
A direct frequency response method is applied in establishing response transfer functions , and the response statistics are found from a spectral analysis . required . This involves the derivative of the transfer functions .
Page 297
This load condition was selected to illustrate response characteristics rather than to evaluate an actual design . Finally , a random wave of significant wave height of 42.25 feet and a peak period of 13.25 seconds was used ( random ...
This load condition was selected to illustrate response characteristics rather than to evaluate an actual design . Finally , a random wave of significant wave height of 42.25 feet and a peak period of 13.25 seconds was used ( random ...
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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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Common terms and phrases
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
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 |
| Export Citation | BiBTeX EndNote RefMan |