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 875
The major deficiency of basically all the existing beam - to - column connections
is their inability to deliver large rotations . In this devised connection , it has been
solved by using a totally different geometry — a geometry which does not restrict
...
The major deficiency of basically all the existing beam - to - column connections
is their inability to deliver large rotations . In this devised connection , it has been
solved by using a totally different geometry — a geometry which does not restrict
...
Page 876
The attachment plates of the connection are then connected to the beam and the
column ( brace and leg ) by non - destructive fasteners . Tests carried out to date
on the two versions of the connection have established the importance of ...
The attachment plates of the connection are then connected to the beam and the
column ( brace and leg ) by non - destructive fasteners . Tests carried out to date
on the two versions of the connection have established the importance of ...
Page 881
The “ average ' shear force - displacement curves of either of the two Horizontally
- Laid - Tubes ( HLT ) connections of the two series ( HLT - V1 & HLT - V1 - 2 ) . ...
4 & 11 describe in brief the major features of this newly devised connection .
The “ average ' shear force - displacement curves of either of the two Horizontally
- Laid - Tubes ( HLT ) connections of the two series ( HLT - V1 & HLT - V1 - 2 ) . ...
4 & 11 describe in brief the major features of this newly devised connection .
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Contents
PART | 595 |
000000000000000000000000000000000000000000 | 605 |
OFFSHORE TECHNOLOGY | 608 |
Copyright | |
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Common terms and phrases
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