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 51
ed re , nd other hat for THE CNOIDAL WAVE FORCE ON PIER GROUP IN SHALLOW WATER. This was clearly demonstrated by the ... For current angles 0 ° , 22.5 ° , and 45 ° there is a substantial mean lift force in the downward direction .
ed re , nd other hat for THE CNOIDAL WAVE FORCE ON PIER GROUP IN SHALLOW WATER. This was clearly demonstrated by the ... For current angles 0 ° , 22.5 ° , and 45 ° there is a substantial mean lift force in the downward direction .
Page 206
A derivation of the Greens function and the development of the lift force excitation model used can be found in ( Vandiver and Chung , ASME 1988 ) . The Greens function , G ( 5.x , f ) , is defined as the response at a point s due to a ...
A derivation of the Greens function and the development of the lift force excitation model used can be found in ( Vandiver and Chung , ASME 1988 ) . The Greens function , G ( 5.x , f ) , is defined as the response at a point s due to a ...
Page 204
The local lift force is best characterized by a band - limited random process . Kim et.al. ( OMAE 1985 ) revealed that the number of modes excited in a sheared flow is an important dimensionless parameter in the prediction of the ...
The local lift force is best characterized by a band - limited random process . Kim et.al. ( OMAE 1985 ) revealed that the number of modes excited in a sheared flow is an important dimensionless parameter in the prediction of the ...
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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