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 113
... length ( L ) of the pipeline support against one span length ( 2 ) . The construction cost tend to increase as the span length ( ) increases , since it needs more reinforcing cords , as will be discussed later . However , the laying ...
... length ( L ) of the pipeline support against one span length ( 2 ) . The construction cost tend to increase as the span length ( ) increases , since it needs more reinforcing cords , as will be discussed later . However , the laying ...
Page 291
... length . A 25 % change in pile length . A 25 % change in pile length resulted in a 22 % change in the first mode period . The longer the piles , the higher the periods . The jacket - pile configurations may be visualized as a beam ...
... length . A 25 % change in pile length . A 25 % change in pile length resulted in a 22 % change in the first mode period . The longer the piles , the higher the periods . The jacket - pile configurations may be visualized as a beam ...
Page 520
... length at no load before the tenth cycle ( original length plus elongation ) and dividing by 1000 . polyester 8 strand strengths were determined over fifteen years ago , before the full potential of polyester in rope making was achieved ...
... length at no load before the tenth cycle ( original length plus elongation ) and dividing by 1000 . polyester 8 strand strengths were determined over fifteen years ago , before the full potential of polyester in rope making was achieved ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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adsorber amplitude analysis angle Arctic Engineering axial bending buoyancy cable calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect equation equipment fatigue finite element flexible floating production flow function horizontal hydrodynamic installation jacket kips length linear liquid limit load marine mass matrix maximum measured Mechanics and Arctic method mode mode shapes model tests modulus mooring line mooring system motion natural frequency nonlinear obtained Offshore Mechanics Offshore Technology Conference operation parameters performance pile pipe pipe materials pipeline platform pressure production riser random wave ratio response rope rotation RPIT shear shear modulus shear strength shown in Figure simulation soil static stiffness strength stress structure subsea surface syntactic foam tendon turbine uranium vane velocity vertical vessel water depth wave forces wave height wave power weight wellhead wire