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 81
WAVE FORCE AND FLOW INTERFERENCE EFFECT ON VERTICAL CYLINDERS Nicholas Haritos and Ying Q. He Department of Civil Engineering University of Melbourne Parkville , Victoria , Australia WAVE FORCE AND FLOW INTERFERENCE EFFECT ON VERTICAL ...
WAVE FORCE AND FLOW INTERFERENCE EFFECT ON VERTICAL CYLINDERS Nicholas Haritos and Ying Q. He Department of Civil Engineering University of Melbourne Parkville , Victoria , Australia WAVE FORCE AND FLOW INTERFERENCE EFFECT ON VERTICAL ...
Page 691
This Saune effert also accurs in the damaged condition with all mooring lines . Figure 12 prosents the value of CR versus water depth in the damaged condition with the failure of lines 7 and 8. In this condition , the effect is the of ...
This Saune effert also accurs in the damaged condition with all mooring lines . Figure 12 prosents the value of CR versus water depth in the damaged condition with the failure of lines 7 and 8. In this condition , the effect is the of ...
Page 76
7 Effect of second order potential , NTNF without all coupling 2.00 0.00 2.00 4.00 6.00 X102 Fig . 9 Effect of second order potential , catenary without all coupling 4.50 4.50 4.00F 4.0 아 3.504 3.50 ( 21 / n - 1 ) / 0 , ( 71/1 ...
7 Effect of second order potential , NTNF without all coupling 2.00 0.00 2.00 4.00 6.00 X102 Fig . 9 Effect of second order potential , catenary without all coupling 4.50 4.50 4.00F 4.0 아 3.504 3.50 ( 21 / n - 1 ) / 0 , ( 71/1 ...
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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