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 783
One of the limit states relates to the combined effects of waves and iceberg
collision loading . The Code uses a load combination factor to determine the
design load effect . The present paper describes a recent study on the
appropriateness of ...
One of the limit states relates to the combined effects of waves and iceberg
collision loading . The Code uses a load combination factor to determine the
design load effect . The present paper describes a recent study on the
appropriateness of ...
Page 789
An application of Bayes ' theorem enables the expressions of the The load
combination factor y is used in the CSA Code to ... The load combination factor is
defined in the Code in relation to the ( 29 ) combined design load effect : f * ( U ) =
mu ...
An application of Bayes ' theorem enables the expressions of the The load
combination factor y is used in the CSA Code to ... The load combination factor is
defined in the Code in relation to the ( 29 ) combined design load effect : f * ( U ) =
mu ...
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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