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 694
Feliz NOMENCLATURE Cd Drag coefficient Current load per unit length in the
horizontal direction Current load per unit length in the vertical direction Diameter
of the cable El Bending Stiffness of the cable Fest Effective tension in the ...
Feliz NOMENCLATURE Cd Drag coefficient Current load per unit length in the
horizontal direction Current load per unit length in the vertical direction Diameter
of the cable El Bending Stiffness of the cable Fest Effective tension in the ...
Page 736
S7 Evolution 100 m 200 Vessel Keel Region Water Surface TDZ length ( m ) 450
Max Effective Tension ( kN ) 1970 Min Effective Tension ( kN ) - 439 Max regular
TDZ BM ( kN . m ) 580 Max random TDZ BM ( kN . m ) 807 Max Keel BM ( kN . m )
...
S7 Evolution 100 m 200 Vessel Keel Region Water Surface TDZ length ( m ) 450
Max Effective Tension ( kN ) 1970 Min Effective Tension ( kN ) - 439 Max regular
TDZ BM ( kN . m ) 580 Max random TDZ BM ( kN . m ) 807 Max Keel BM ( kN . m )
...
Page 982
Buckling length The buckling length is in the general case an input parameter
that has to be determined by the user of the RP , but for the ... To deal with this
phenomenon the buckling length is formulated as a function of the lateral load .
Buckling length The buckling length is in the general case an input parameter
that has to be determined by the user of the RP , but for the ... To deal with this
phenomenon the buckling length is formulated as a function of the lateral load .
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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