Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 200
H.O. Madsen , R. Skjong , F. Kirkemo ' Probabilistic fatigue analysis of offshore structures - reliability updating through inspection results ' , Integrity of Offshore Structures Glasgow 1987 , pp . 361-374 6.
H.O. Madsen , R. Skjong , F. Kirkemo ' Probabilistic fatigue analysis of offshore structures - reliability updating through inspection results ' , Integrity of Offshore Structures Glasgow 1987 , pp . 361-374 6.
Page 236
Finally , the fatigue reliability of the critical brace to caisson joint was determined using the method of Wirsching ( 1984 ) . This method is based on safe - life principles , and assumes that variables associated with the fatigue ...
Finally , the fatigue reliability of the critical brace to caisson joint was determined using the method of Wirsching ( 1984 ) . This method is based on safe - life principles , and assumes that variables associated with the fatigue ...
Page 238
04 023 3.5 323 • TZ = 11.5 sec O TZ 95 sec as = 4.1 ( ultimate strength ) A Tz = 7.5 sec SES Wave Height 2.28 A TZ 5.5 38C 3375 2.5 log ( Hot Spot Stress Range ) - fatigue log ( Extreme Loading ) - ultimate strength af 2.2 2 Ops 1.7 ...
04 023 3.5 323 • TZ = 11.5 sec O TZ 95 sec as = 4.1 ( ultimate strength ) A Tz = 7.5 sec SES Wave Height 2.28 A TZ 5.5 38C 3375 2.5 log ( Hot Spot Stress Range ) - fatigue log ( Extreme Loading ) - ultimate strength af 2.2 2 Ops 1.7 ...
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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage dependent depth determined developed directional distribution dynamic effect element Engineering environmental equation estimate evaluated example expected expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection limit load loss maintenance marine maximum mean measures Mechanics method motion normal observed obtained offshore operations parameters peak performed period pipe pipeline platform possible prediction present probability procedure production random range relative reliability represented response return period riser risk safety ship shown shows significant simulation spectral spectrum statistical steel storm strength stress structure surface Table theory typical uncertainty variables wave height wind