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
... response probabilities , rather than environmental probabilities , when inferring design response levels . In the design process , data for a system's response to a particular set of environmental conditions is not directly available ...
... response probabilities , rather than environmental probabilities , when inferring design response levels . In the design process , data for a system's response to a particular set of environmental conditions is not directly available ...
Page 166
... response statistics which are calculated from the time - history global response analysis . For this reason , it is important that the number of simulation records and simulation time be long enough to capture stable response statistics ...
... response statistics which are calculated from the time - history global response analysis . For this reason , it is important that the number of simulation records and simulation time be long enough to capture stable response statistics ...
Page 298
... response for this load case was simulated for 175 seconds . Random wave analyses results , for 195 seconds of simulation , are summarized in figures 21 through 23. The dominant response frequencies of the deck displacement response are ...
... response for this load case was simulated for 175 seconds . Random wave analyses results , for 195 seconds of simulation , are summarized in figures 21 through 23. The dominant response frequencies of the deck displacement response are ...
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