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 651
Five common types of towing arrangements , e . g . , Tow with one tug , tow with
tugs in series , tow with tugs in parallel , double tow , and tandem tow are shown
in Figure 1 . The simplest arrangement is with one tug towing a barge as shown ...
Five common types of towing arrangements , e . g . , Tow with one tug , tow with
tugs in series , tow with tugs in parallel , double tow , and tandem tow are shown
in Figure 1 . The simplest arrangement is with one tug towing a barge as shown ...
Page 753
We can find analytic expressions for these points by setting EI / NM4P = 0 in ( 17 )
to give u = 1 and g / f = 2ny / V1 - 412y2 which with an = 0 in ( 13 ) and ( 14 )
gives DISCUSSION Problems of the type shown in figure 5 are of particular
interest ...
We can find analytic expressions for these points by setting EI / NM4P = 0 in ( 17 )
to give u = 1 and g / f = 2ny / V1 - 412y2 which with an = 0 in ( 13 ) and ( 14 )
gives DISCUSSION Problems of the type shown in figure 5 are of particular
interest ...
Page 1011
Fatigue damage factors ( i . e . , fatigue damage ratios multiplied by the DnV
safety factor ) are shown in Figure 13 . Note that using the DnV formulation , the
factor of safety ( FD ) varies from line to line depending on how much damage is ...
Fatigue damage factors ( i . e . , fatigue damage ratios multiplied by the DnV
safety factor ) are shown in Figure 13 . Note that using the DnV formulation , the
factor of safety ( FD ) varies from line to line depending on how much damage is ...
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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