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 457
A great deal of interest in the modelling of the dynamic ( as opposed to the static ) response of compliant offshore structural forms to hydrodynamic loading effects has been shown by research workers in recent times ( Wilson ...
A great deal of interest in the modelling of the dynamic ( as opposed to the static ) response of compliant offshore structural forms to hydrodynamic loading effects has been shown by research workers in recent times ( Wilson ...
Page 458
0 = { AH ( ) cosh ( K ( h + z ) ) + Н ! oo Diffraction Loading Regime EC , Km ( Ks ( n ) ) COS ( Ks ( n ) ( h + z ) ) } cos o eim n ) ( 7 ) n = 1 For low Keulegan Carpenter numbers in which the diameter to wave length ratio DA for a ...
0 = { AH ( ) cosh ( K ( h + z ) ) + Н ! oo Diffraction Loading Regime EC , Km ( Ks ( n ) ) COS ( Ks ( n ) ( h + z ) ) } cos o eim n ) ( 7 ) n = 1 For low Keulegan Carpenter numbers in which the diameter to wave length ratio DA for a ...
Page 498
Most of the difficulties are associated with the loading process or with load - response interactions . The determination of the behaviour of a marine riser subjected to a prescribed , well - defined loading process is manageable .
Most of the difficulties are associated with the loading process or with load - response interactions . The determination of the behaviour of a marine riser subjected to a prescribed , well - defined loading process is manageable .
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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