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 182
Various formulae are used for this purpose, such as the 'linear sum' (LS) formula: (9) where Z\ and Z2 are the extreme first and second-order oscillatory responses, and Z2 is the mean second-order response. The LS formula effectively ...
Various formulae are used for this purpose, such as the 'linear sum' (LS) formula: (9) where Z\ and Z2 are the extreme first and second-order oscillatory responses, and Z2 is the mean second-order response. The LS formula effectively ...
Page 187
TWO - DIMENSIONAL RESPONSE OF A FLEXIBLY MOUNTED CYLINDER IN OSCILLATORY FLOW A. W. Lipsett and I. D. Williamson Department of Mechanical Engineering University of Alberta Edmonton , Alberta , Canada re d 10 X of OC 2 Diya I BE.
TWO - DIMENSIONAL RESPONSE OF A FLEXIBLY MOUNTED CYLINDER IN OSCILLATORY FLOW A. W. Lipsett and I. D. Williamson Department of Mechanical Engineering University of Alberta Edmonton , Alberta , Canada re d 10 X of OC 2 Diya I BE.
Page 188
A similar study of transverse response was also conducted by Sumer and Fredsøe ( 1988 ) . Their results showed a strong tendency for the predominant response frequency of the cylinder , fc , to assume integer multiples of driving ...
A similar study of transverse response was also conducted by Sumer and Fredsøe ( 1988 ) . Their results showed a strong tendency for the predominant response frequency of the cylinder , fc , to assume integer multiples of driving ...
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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