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 241
... acceleration . To determine the acceleration , the first term of Eq . 26 is transposed in Eqs . 6 - 13 , and the quadratic velocity terms which appear on the left side of Eqs . 9 - 13 are shifted to the right side . The resulting system ...
... acceleration . To determine the acceleration , the first term of Eq . 26 is transposed in Eqs . 6 - 13 , and the quadratic velocity terms which appear on the left side of Eqs . 9 - 13 are shifted to the right side . The resulting system ...
Page 371
... acceleration and surge to the very large bending response encountered above , the dynamic response under appropriate variations of the above excitation condition is simulated and is summarized in Table 4. Excitation A is defined in ...
... acceleration and surge to the very large bending response encountered above , the dynamic response under appropriate variations of the above excitation condition is simulated and is summarized in Table 4. Excitation A is defined in ...
Page 385
... Acceleration Amplitude ( g ) 100 IM 0.1 Cross - flow In - flow 0.01 10 20 30 40 U ( m / s ) Fig . 3 The acceleration amplitude of oscillation ( logarithmic scale ) versus the upstream flow velocity , U , for 231 ° , m 295 , 8 - 0.011 ...
... Acceleration Amplitude ( g ) 100 IM 0.1 Cross - flow In - flow 0.01 10 20 30 40 U ( m / s ) Fig . 3 The acceleration amplitude of oscillation ( logarithmic scale ) versus the upstream flow velocity , U , for 231 ° , m 295 , 8 - 0.011 ...
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