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
... intervals , the data volume is reduced , but at the expense of accuracy in estimating the long - term response probabilities . Increasing the number of data discretization intervals to increase the accuracy of the response probability ...
... intervals , the data volume is reduced , but at the expense of accuracy in estimating the long - term response probabilities . Increasing the number of data discretization intervals to increase the accuracy of the response probability ...
Page 359
... intervals , order and the number of frequency intervals . En is the random phase of nth wave component with the impartial distribution in the range of 0 -21 . COMPUTATIONAL PROCEDURES According to the theory and numerical techniques ...
... intervals , order and the number of frequency intervals . En is the random phase of nth wave component with the impartial distribution in the range of 0 -21 . COMPUTATIONAL PROCEDURES According to the theory and numerical techniques ...
Page 477
... intervals At results from the internal pressure from the beginning of the interval superposed with tempera- ture dependent membrane stress . The rupture time t corresponds to the average wall temperature T from the end of the time interval ...
... intervals At results from the internal pressure from the beginning of the interval superposed with tempera- ture dependent membrane stress . The rupture time t corresponds to the average wall temperature T from the end of the time interval ...
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 vane vessel wave weight wire