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 126
... safety point of view . Normally , such concepts will not be developed to a degree justifying a specific evaluation of the concept . Thus , the coarse safety evaluation will mainly be based upon experience gained from similar concepts ...
... safety point of view . Normally , such concepts will not be developed to a degree justifying a specific evaluation of the concept . Thus , the coarse safety evaluation will mainly be based upon experience gained from similar concepts ...
Page 283
... safety management through the different project phases . By use of practical examples , it will be shown how Safety Management changes from mainly being a decision making tool in early phases to mainly a verification tool in the later ...
... safety management through the different project phases . By use of practical examples , it will be shown how Safety Management changes from mainly being a decision making tool in early phases to mainly a verification tool in the later ...
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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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