Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 115
... important resistance varia- bles such as the strength modelling parameter and mater- ial and geometric properties ... important task in the light of that : it can provide useful information about the relati- ve importance of design ...
... important resistance varia- bles such as the strength modelling parameter and mater- ial and geometric properties ... important task in the light of that : it can provide useful information about the relati- ve importance of design ...
Page 245
... important parameters . Combined , these will contribute more than 50 % to the total uncertainty in the fatigue damage . Other important parameters are damping , soil stiffness and top side mass . This is due to the importance of dynamic ...
... important parameters . Combined , these will contribute more than 50 % to the total uncertainty in the fatigue damage . Other important parameters are damping , soil stiffness and top side mass . This is due to the importance of dynamic ...
Page 284
An important factor in design safety of a platform is of course the specific safety systems , like the fire and gas systems . The design of these is usually the responsibility of the safety discipline and is well accepted within project ...
An important factor in design safety of a platform is of course the specific safety systems , like the fire and gas systems . The design of these is usually the responsibility of the safety discipline and is well accepted within project ...
Contents
Investigation of the Ergodicity Assumption for Sea States in the Reliability Assessment of Offshore | 1 |
OFFSHORE TECHNOLOGY PART | 19 |
Fatigue Loading | 33 |
Copyright | |
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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