Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 2American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 47
Page 18
... measured and observed damage data ( 8 ) . The ratio between measured and hindcast wave heights ( BHm ) is described acceptably by a Lognormal distribution with a mean value and a standard deviation equal to 0.85 and 0.20 , respectively ...
... measured and observed damage data ( 8 ) . The ratio between measured and hindcast wave heights ( BHm ) is described acceptably by a Lognormal distribution with a mean value and a standard deviation equal to 0.85 and 0.20 , respectively ...
Page 96
... measured results of PDR 7 th highest expected yaw amplitude of via & minima Channel 22 SWAY of WB - 2A MAXIMA Max ... measured results of PDF of maxine & minima and 1 / n th highest expected away amplitude of VB - 2A 10 10 15 30 FIG . 6 ...
... measured results of PDR 7 th highest expected yaw amplitude of via & minima Channel 22 SWAY of WB - 2A MAXIMA Max ... measured results of PDF of maxine & minima and 1 / n th highest expected away amplitude of VB - 2A 10 10 15 30 FIG . 6 ...
Page 99
... ( measured ) Semi - sub . [ m ] Average Period ( measured ) 1.046 0.9538 0.8698 0.8014 7.0 Tanker [ sec ] Significant Waveheight 0.0529 0.0585 0.0534 0.0462 00- ( measured ) Tanker [ m ] 6.0 × 10-5 5.0r 5.0 0.0 4.0 : Condition 1 I m [ G2 ] ...
... ( measured ) Semi - sub . [ m ] Average Period ( measured ) 1.046 0.9538 0.8698 0.8014 7.0 Tanker [ sec ] Significant Waveheight 0.0529 0.0585 0.0534 0.0462 00- ( measured ) Tanker [ m ] 6.0 × 10-5 5.0r 5.0 0.0 4.0 : Condition 1 I m [ G2 ] ...
Contents
Investigation of the Ergodicity Assumption for Sea States in the Reliability Assessment of Offshore | 1 |
OFFSHORE TECHNOLOGY PART | 19 |
Fatigue Loading | 33 |
Copyright | |
19 other sections not shown
Other editions - View all
Common terms and phrases
analysis applied approach approximately assessment assumed average basic calculated coefficient component computed considered constant corresponding cost crack growth curve cycles damage defect density depends depth derived described determined developed deviation distribution drag effects Engineering equation equivalent estimated evaluated example expected extreme factor failure failure probability fatigue Figure force fracture frequency function geometry given important included increase indicated initial inspection integration joints limit linear load Lognormal material maximum mean measured mechanics method normal obtained offshore structures operation parameters performed period platform predicted present pressure probabilistic probability procedure random variable range ratio reference relative reliability represent requirements respectively response risk safety shown shows significant simulation standard statistical storm strength stress structure surface Table tension tether tubular uncertainty variables variation wave wave height weld