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 171
Relative to the natural surge period , time record lengths for the TPS ( 41 oscillations ) were longer than for the DDF ( 28 oscillations ) , and mean values of surge from the TPS geo - mean simulations are , therefore , closer to ...
Relative to the natural surge period , time record lengths for the TPS ( 41 oscillations ) were longer than for the DDF ( 28 oscillations ) , and mean values of surge from the TPS geo - mean simulations are , therefore , closer to ...
Page 247
1991 OMAE Volume l - A , Offshore Technology ASME 1991 ABSTRACT : Water depth : Wave forces acting on the tanker in the surge and sway directions respectively In this paper non - linear motion equations are presented to predict coupled ...
1991 OMAE Volume l - A , Offshore Technology ASME 1991 ABSTRACT : Water depth : Wave forces acting on the tanker in the surge and sway directions respectively In this paper non - linear motion equations are presented to predict coupled ...
Page 341
As a quantitative evaluation of the correlation between low frequency surge and stresses a linear coherence analysis was applied to the filtered low frequency signals . In Fig . 10 the spectra of LF surge and stresses and the relevant ...
As a quantitative evaluation of the correlation between low frequency surge and stresses a linear coherence analysis was applied to the filtered low frequency signals . In Fig . 10 the spectra of LF surge and stresses and the relevant ...
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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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Common terms and phrases
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