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 55
Page 10
... maximum of the resulting shear force , Q , is now estimated by adding Eqs . ( 16 and 17 ) . It is seen that it is assumed that the maximum is likely to occur as the hydrodyna- mic load attains its maximum , i.e. the parent distribution ...
... maximum of the resulting shear force , Q , is now estimated by adding Eqs . ( 16 and 17 ) . It is seen that it is assumed that the maximum is likely to occur as the hydrodyna- mic load attains its maximum , i.e. the parent distribution ...
Page 61
... maximum tension . The limit state function for minimum tension in tethers can than be written as g ( z ) = T2 + T3 - T4 - T5 + T6 - T8 - T9 6.3 Probabilistic Design Analyses ( 43 ) A probabilistic design for maximum and minimum tension ...
... maximum tension . The limit state function for minimum tension in tethers can than be written as g ( z ) = T2 + T3 - T4 - T5 + T6 - T8 - T9 6.3 Probabilistic Design Analyses ( 43 ) A probabilistic design for maximum and minimum tension ...
Page 148
... maximum value of the horizontal load Qmar and the maximum value of the overturn- ing moment Mmar within the storm vary as a function of the standard normally distributed variable z17 For the deterministic analyses the most probable maximum ...
... maximum value of the horizontal load Qmar and the maximum value of the overturn- ing moment Mmar within the storm vary as a function of the standard normally distributed variable z17 For the deterministic analyses the most probable maximum ...
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