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 144
... frames . The first frame is fixed in space at the location of the buoy center in the undisturbed environment and is the usual inertial frame associated with dynamic response problems ; this variable will be denoted X2red The second frame ...
... frames . The first frame is fixed in space at the location of the buoy center in the undisturbed environment and is the usual inertial frame associated with dynamic response problems ; this variable will be denoted X2red The second frame ...
Page 535
... frame to the global coordinate frame through the transformation matrix [ T ] , using the relation { q } , = [ T ] { q } , ( 28 ) + EI , 28 Integrating Eq . ( 17 ) by parts , we get the weak form of the equilibrium equations as √3 { PA ...
... frame to the global coordinate frame through the transformation matrix [ T ] , using the relation { q } , = [ T ] { q } , ( 28 ) + EI , 28 Integrating Eq . ( 17 ) by parts , we get the weak form of the equilibrium equations as √3 { PA ...
Page 585
... Frames , " Chapter 4 in " Analysis and Design of Foundations for Vibrations , " pp 99-156 ; P. Moore , ed . , 512pp , 1985 , published by A.A.Balkema . Kohoutek , R. , 1986 , " Classical and Parametric Resonance of a Frame - Case Study ...
... Frames , " Chapter 4 in " Analysis and Design of Foundations for Vibrations , " pp 99-156 ; P. Moore , ed . , 512pp , 1985 , published by A.A.Balkema . Kohoutek , R. , 1986 , " Classical and Parametric Resonance of a Frame - Case Study ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
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added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile