Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 66
... vector Z ( z ) becomes cosine function ( cos | km | ( z + h ) / coskm / h ) respectively when m≥1.The expression written in the form of matrices or vectors are used in Kagemoto & Yue's ( 1986 ) 7 ) work to deal with the interaction ...
... vector Z ( z ) becomes cosine function ( cos | km | ( z + h ) / coskm / h ) respectively when m≥1.The expression written in the form of matrices or vectors are used in Kagemoto & Yue's ( 1986 ) 7 ) work to deal with the interaction ...
Page 472
... vector of a partly connected member can be obtained as , ( 8 ) where { p } is the consistent load vector of the member ( i - j ) and [ . ] TM denotes a matrix transposition . Fig . 1 - Representation of a partly connected member in the ...
... vector of a partly connected member can be obtained as , ( 8 ) where { p } is the consistent load vector of the member ( i - j ) and [ . ] TM denotes a matrix transposition . Fig . 1 - Representation of a partly connected member in the ...
Page 113
... vector Ax , - incremental structural velocity vector Ax , incremental structural acceleration vector · The mass and stiffness matrices are based on a finite element model . The latter matrix also contains soil stiffness contributions ...
... vector Ax , - incremental structural velocity vector Ax , incremental structural acceleration vector · The mass and stiffness matrices are based on a finite element model . The latter matrix also contains soil stiffness contributions ...
Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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added mass amplitude analysis ASME boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction dimensionless drag coefficient drag force drift force dynamic effects Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maximum measured method model tests modes mooring line nonlinear obtained Ocean Offshore Technology OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio response Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values velocity potential vertical vibration vortex shedding water depth Wave Force wave frequency wave power