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 490
3 Introduction In real cases , the curvature will change when applying an internal friction moment , but at a much higher bending stiffness than the elastic . This is also nescessary for numerical simulations in order to avoid numerical ...
3 Introduction In real cases , the curvature will change when applying an internal friction moment , but at a much higher bending stiffness than the elastic . This is also nescessary for numerical simulations in order to avoid numerical ...
Page 564
At this point the bending stiffness is significantly decreased . This behaviour may be approximated by a bilinear stiffness . strips . Feret and Bournazel ( 1987 ) and McNamara and Harte ( 1989 ) present models which calculate the ...
At this point the bending stiffness is significantly decreased . This behaviour may be approximated by a bilinear stiffness . strips . Feret and Bournazel ( 1987 ) and McNamara and Harte ( 1989 ) present models which calculate the ...
Page 577
1200 3200 --- Scale factor : 4.50 - 3.75 3.00 2.25 Soil stiffness 1.0 Soil stiffness - 0.1 Soil stiftness : 10 800 2400F 400F 1600F DECK DISPLACEMENT ( mm ) ( mm ) O 800 Timels ) ܟ݁ܰܕ݂ A DECK DISPLACEMENT - 400 O Time ( s ) 800 800 ...
1200 3200 --- Scale factor : 4.50 - 3.75 3.00 2.25 Soil stiffness 1.0 Soil stiffness - 0.1 Soil stiftness : 10 800 2400F 400F 1600F DECK DISPLACEMENT ( mm ) ( mm ) O 800 Timels ) ܟ݁ܰܕ݂ A DECK DISPLACEMENT - 400 O Time ( s ) 800 800 ...
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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