Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 645
( 10 ) ym / h Element1 Element2 Element3 Element4 ā , m : Pamameters for the
fatigue curve T : Gamma function * Stress Range ( MPa ) 20 E 22 ! O Direct
Analysis In Weibull method , there may be the cases of not fully taking into
account the ...
( 10 ) ym / h Element1 Element2 Element3 Element4 ā , m : Pamameters for the
fatigue curve T : Gamma function * Stress Range ( MPa ) 20 E 22 ! O Direct
Analysis In Weibull method , there may be the cases of not fully taking into
account the ...
Page 646
12 Relation of Stress Range and Numbers ( Element 1 ) for Wind Response +
Wave Response at 0 : 00 24 " 0 . 00 0 . 02 0 . 04 0 . 06 0 . 14 0 . 16 0 . 18 0 . 20 0 .
08 0 . 10 0 . 12 Fatigue Damage Zero - up Cross Method Rain - flow Method Fig .
12 Relation of Stress Range and Numbers ( Element 1 ) for Wind Response +
Wave Response at 0 : 00 24 " 0 . 00 0 . 02 0 . 04 0 . 06 0 . 14 0 . 16 0 . 18 0 . 20 0 .
08 0 . 10 0 . 12 Fatigue Damage Zero - up Cross Method Rain - flow Method Fig .
Page 1001
Solution 1 above ( reducing line pretension when loop / eddy currents are at the
site ) did not provide sufficient mitigation for the full range of currents considered .
Further , the resulting increased offsets of the spar would have presented ...
Solution 1 above ( reducing line pretension when loop / eddy currents are at the
site ) did not provide sufficient mitigation for the full range of currents considered .
Further , the resulting increased offsets of the spar would have presented ...
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Contents
PART | 595 |
000000000000000000000000000000000000000000 | 605 |
OFFSHORE TECHNOLOGY | 608 |
Copyright | |
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added amplitude analysis angle applied approach ASME assumed barge bending boundary buoy calculated capacity coefficient combined components computed connection considered Copyright corresponding damage damping deck depth determined developed diameter direction displacement dynamic effect element Engineering equation estimated event factor fatigue field Figure force FPSO frequency function given height horizontal hull iceberg impact increase installation jacket joint length limit linear load marine mass maximum mean measured method model tests mooring mooring lines mooring system motion natural numerical obtained Offshore operation parameters performed period pile pitch platform position possible potential predicted presented pressure problem range relative response riser shear ship shown shows simulations skirt solution spar speed strength stress structure surface Table tank tension trench values velocity vertical vessel wall wave wind