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 636
geotechnical testing by a scaling factor to give the average shear strength , Su .
pipe sample inside a trench . The basis for the motion paths to be applied in the
tests was results from time domain simulation of realistic metallic catenary riser ...
geotechnical testing by a scaling factor to give the average shear strength , Su .
pipe sample inside a trench . The basis for the motion paths to be applied in the
tests was results from time domain simulation of realistic metallic catenary riser ...
Page 880
The shear test assembly used for testing two connection units at the same time .
In this figure , connections of the HLT version are used , though VLT joints can
also be tested with the same arrangement . Proceedings of OMAE04 23rd ...
The shear test assembly used for testing two connection units at the same time .
In this figure , connections of the HLT version are used , though VLT joints can
also be tested with the same arrangement . Proceedings of OMAE04 23rd ...
Page 984
Buckling of stiffened panel due to shear The resistance for stiffened panels due to
in plane shear forces is taken as the lowest of the following three failure modes : •
yielding • local buckling between stiffeners • global buckling of stiffened panel ...
Buckling of stiffened panel due to shear The resistance for stiffened panels due to
in plane shear forces is taken as the lowest of the following three failure modes : •
yielding • local buckling between stiffeners • global buckling of stiffened panel ...
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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