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 277
... Risk analyses have been extensively used by the offshore industry in some areas of the world for several years . It is expected that the use will become more widespread ... RISK ANALYSIS Use of Risk Analysis in the Offshore Industry Torhaug.
... Risk analyses have been extensively used by the offshore industry in some areas of the world for several years . It is expected that the use will become more widespread ... RISK ANALYSIS Use of Risk Analysis in the Offshore Industry Torhaug.
Page 280
... risk level of 104 per year of a blowout causing structural collapse ( this applies also to other types of accidents ) . In risk analyses where DAL's are calculated , the first step is to find out what accident scenarios can be ...
... risk level of 104 per year of a blowout causing structural collapse ( this applies also to other types of accidents ) . In risk analyses where DAL's are calculated , the first step is to find out what accident scenarios can be ...
Page 297
... RISK 2 RISK 1 LEVEL 3 FREQUENCY OF INSPECTION MANPOWER REQUIREMENTS SPARES DOWNTIME RISK 2 RISK 3 LEVEL 4 VENDORS ESTIMATE CONSULTANTS ESTIMATE RISK 1 RISK 2 distribution must also exhibit . In addition , the statistical distribution ...
... RISK 2 RISK 1 LEVEL 3 FREQUENCY OF INSPECTION MANPOWER REQUIREMENTS SPARES DOWNTIME RISK 2 RISK 3 LEVEL 4 VENDORS ESTIMATE CONSULTANTS ESTIMATE RISK 1 RISK 2 distribution must also exhibit . In addition , the statistical distribution ...
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