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 161
... Platform B. ABSTRACT TOR Phillips Petroleum Company uses pressure gauges to measure how seabed subsidence progresses at the Ekofisk Field . After more than two years of we operation of these gauges compared the apparent measurement ...
... Platform B. ABSTRACT TOR Phillips Petroleum Company uses pressure gauges to measure how seabed subsidence progresses at the Ekofisk Field . After more than two years of we operation of these gauges compared the apparent measurement ...
Page 162
... platforms could be caused by platform legs , in addition at the Hotel platform shielding could occur by the 2/4 T Tank structure for certain current directions . The 2 / 4 - tank structure , and the barrier structure which was recently ...
... platforms could be caused by platform legs , in addition at the Hotel platform shielding could occur by the 2/4 T Tank structure for certain current directions . The 2 / 4 - tank structure , and the barrier structure which was recently ...
Page 283
... platform design starts with the proper selection of the very platform concept , Safety Management ( SM ) as a systematic activity starts form day one . This paper will focus on importance of Safety management as part of the decision ...
... platform design starts with the proper selection of the very platform concept , Safety Management ( SM ) as a systematic activity starts form day one . This paper will focus on importance of Safety management as part of the decision ...
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