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 275
... factor in the eigen period limit state , it has a very small importance factor in the extreme value limit state . To achieve a small dynamic amplification and extreme value it is favorable to have a low first eigen period . The first ...
... factor in the eigen period limit state , it has a very small importance factor in the extreme value limit state . To achieve a small dynamic amplification and extreme value it is favorable to have a low first eigen period . The first ...
Page 324
... Factor 1.17 1.33 2.21 Kamin av / Pmax Presar beneath 101.5 Basement Rmax 82.4 ( kPa ) 33.6 Rmin 17.6 Bearing Capacity ( kPa ) Safety factor KRmin v / Rmax Rv 98.7 223.5 1.2 2.20 Su / Th 2.32 4.00 0.467 Su / Ov 0.467 Fv K ̧ TM ( Cu ^ + ...
... Factor 1.17 1.33 2.21 Kamin av / Pmax Presar beneath 101.5 Basement Rmax 82.4 ( kPa ) 33.6 Rmin 17.6 Bearing Capacity ( kPa ) Safety factor KRmin v / Rmax Rv 98.7 223.5 1.2 2.20 Su / Th 2.32 4.00 0.467 Su / Ov 0.467 Fv K ̧ TM ( Cu ^ + ...
Page 404
... factor is applied to the material's rating . The larger the safety factor , the more predictable the performance . As can be seen from Figure 4 , the loss rate of syntactic foam under increasing pressure is hyperbolic in nature . The ...
... factor is applied to the material's rating . The larger the safety factor , the more predictable the performance . As can be seen from Figure 4 , the loss rate of syntactic foam under increasing pressure is hyperbolic in nature . The ...
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