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 624
Test Protocol Typically , the loading protocol consisted of the following
sequences : a fast rate monotonic loading to a prescribed pile top horizontal or
vertical displacement ; a fast rate cyclic load to model mooring loads during a
hurricane ...
Test Protocol Typically , the loading protocol consisted of the following
sequences : a fast rate monotonic loading to a prescribed pile top horizontal or
vertical displacement ; a fast rate cyclic load to model mooring loads during a
hurricane ...
Page 660
25 , mean breaking load ( MBL ) of sling should not be less than 1 . 30 x 2 . 25 = 2
. 93 times the sling static load based on nominal weight of cargo Wc . Thus sling
design with a breaking load less than 3 times the static sling load based on ...
25 , mean breaking load ( MBL ) of sling should not be less than 1 . 30 x 2 . 25 = 2
. 93 times the sling static load based on nominal weight of cargo Wc . Thus sling
design with a breaking load less than 3 times the static sling load based on ...
Page 861
The pendulum length 1pend is taken as the length between the crane top and the
center of mass of the load . For the crane vessel studied is this project , some
typical eigenperiods yield : [ xw Yoop ? ) ' . Also a slew angle B , is given ...
The pendulum length 1pend is taken as the length between the crane top and the
center of mass of the load . For the crane vessel studied is this project , some
typical eigenperiods yield : [ xw Yoop ? ) ' . Also a slew angle B , is given ...
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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