Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 46
After connection of all eight chains , a pretensioning procedure was carried to adjust the chain exit angle from the chain table the required pretension angle . The installation phase terminated by cutting the chain resulting from the ...
After connection of all eight chains , a pretensioning procedure was carried to adjust the chain exit angle from the chain table the required pretension angle . The installation phase terminated by cutting the chain resulting from the ...
Page 165
ABSTRACT This paper first reviews various random wave analysis procedures for designing deepwater structures under an extreme seastate . The random wave analysis procedures suitable for fixed stiff platforms and compliant towers are ...
ABSTRACT This paper first reviews various random wave analysis procedures for designing deepwater structures under an extreme seastate . The random wave analysis procedures suitable for fixed stiff platforms and compliant towers are ...
Page 454
The calculation procedure in the structural model is incremental and an updated Lagrange ( co - rotational ) formulation is used for ... Eq . 1 . been used to test several non - linear elastic solution procedures ( Refs 9 and 18 ) .
The calculation procedure in the structural model is incremental and an updated Lagrange ( co - rotational ) formulation is used for ... Eq . 1 . been used to test several non - linear elastic solution procedures ( Refs 9 and 18 ) .
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine unit vane vessel wave weight wire