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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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 vane vessel wave weight wire