Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 34
The resulting two equations for each least - squares method are then solved to
obtain the CD , Cm values -1.5 0 1.571 3.141 4.712 6.283 T A measure of the
success of a calculation procedure is the value of the integral of the absolute ...
The resulting two equations for each least - squares method are then solved to
obtain the CD , Cm values -1.5 0 1.571 3.141 4.712 6.283 T A measure of the
success of a calculation procedure is the value of the integral of the absolute ...
Page 35
15 nonsinusoidal -sinusoidal 10 5 -5 -10 -15 Table 1 contains values of the
values of the various force coefficient presented to represent the calculation
procedure . The maximum values of the force coefficients agree remarkably well
with the ...
15 nonsinusoidal -sinusoidal 10 5 -5 -10 -15 Table 1 contains values of the
values of the various force coefficient presented to represent the calculation
procedure . The maximum values of the force coefficients agree remarkably well
with the ...
Page 509
So far previous research into the Mathieu equation has been carried out for small
magnitudes of 8 and q . However , in the case of the tethers of TLP's or rigid risers
, numerical values of d and q can be very large up to 300 for 8 and 150 for q .
So far previous research into the Mathieu equation has been carried out for small
magnitudes of 8 and q . However , in the case of the tethers of TLP's or rigid risers
, numerical values of d and q can be very large up to 300 for 8 and 150 for q .
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
SECONDORDER EFFECTS | 113 |
Copyright | |
47 other sections not shown
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acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic incident included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1991 |
| Export Citation | BiBTeX EndNote RefMan |