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 44
Based on the root - mean - square ( rms ) level of the inline force computed from the estimated PSDs using the Borgman model compared to the nonlinear model , there is not a significant difference in the root - mean - square level of ...
Based on the root - mean - square ( rms ) level of the inline force computed from the estimated PSDs using the Borgman model compared to the nonlinear model , there is not a significant difference in the root - mean - square level of ...
Page 182
An alternative is the 'square root of sum of squares' (SRSS) formula: low wave frequencies uc may be partly due to spurious - 2 H Z2 ) n + z2. This formula is analogous to that used to combine dard deviations of two independent ...
An alternative is the 'square root of sum of squares' (SRSS) formula: low wave frequencies uc may be partly due to spurious - 2 H Z2 ) n + z2. This formula is analogous to that used to combine dard deviations of two independent ...
Page 312
Numerical solution reveals that there are only two physical roots , aj and a2 , the latter having a more rapid decay ... It is of interest to note that for € < 0.3738 , there is only one admissible root , meaning that there is only one ...
Numerical solution reveals that there are only two physical roots , aj and a2 , the latter having a more rapid decay ... It is of interest to note that for € < 0.3738 , there is only one admissible root , meaning that there is only one ...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
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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 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