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 641
OMAE2004 - 51347 ABSTRACT For the design of offshore wind turbines
exposed to wind and wave loads , the method of combining the wind load and
the wave load is significantly important to properly calculate the maximum
stresses and ...
OMAE2004 - 51347 ABSTRACT For the design of offshore wind turbines
exposed to wind and wave loads , the method of combining the wind load and
the wave load is significantly important to properly calculate the maximum
stresses and ...
Page 642
In Kyusyu and Shikoku , south wind more than 30m / s was recorded and at
Nobeoka city in Miyazaki prefecture , 51 . 9m / s was recorded at 17 : 30 on 24 "
Sep . 1999 , that is the highest wind ever recorded . For this reason , this record is
...
In Kyusyu and Shikoku , south wind more than 30m / s was recorded and at
Nobeoka city in Miyazaki prefecture , 51 . 9m / s was recorded at 17 : 30 on 24 "
Sep . 1999 , that is the highest wind ever recorded . For this reason , this record is
...
Page 646
For the foundation , the proper structural section can be designed in order to
improve the structural performance against fatigue . 400 Rain - flow Method
Stress Rang ( Mpa ) ( Wind ) - ( Wave ) 150 100 ( Wind - Wave ) 50 Wavel 1 . 0E +
05 1 .
For the foundation , the proper structural section can be designed in order to
improve the structural performance against fatigue . 400 Rain - flow Method
Stress Rang ( Mpa ) ( Wind ) - ( Wave ) 150 100 ( Wind - Wave ) 50 Wavel 1 . 0E +
05 1 .
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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