Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 19
... respectively , M , C and K represent the nm - th modal added mass , modal added damping and modal added stiffness , W nm nm respectively , K is the nm - th modal added stiffness due to the num attachment of distributed tension legs ...
... respectively , M , C and K represent the nm - th modal added mass , modal added damping and modal added stiffness , W nm nm respectively , K is the nm - th modal added stiffness due to the num attachment of distributed tension legs ...
Page 62
... respectively 5 , 5 and 8 units in wind direction , and column diameters were respectively 18 , 6 and 6cm . The experi- mental models were partial models and constructed at a 3 : 250 scale ratio . In case D experiment , superstructure ...
... respectively 5 , 5 and 8 units in wind direction , and column diameters were respectively 18 , 6 and 6cm . The experi- mental models were partial models and constructed at a 3 : 250 scale ratio . In case D experiment , superstructure ...
Page 94
... respectively . The angular rates about the x , y , z axes are defined as p , q , r respectively . The Aurora equations of motion have been adapted from an existing dynamic model of the ISE ARCS vehicle ( Nah96 ) . The resulting ...
... respectively . The angular rates about the x , y , z axes are defined as p , q , r respectively . The Aurora equations of motion have been adapted from an existing dynamic model of the ISE ARCS vehicle ( Nah96 ) . The resulting ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
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1st-order 2nd-order acoustic amplitude anchor angle Arctic Engineering ASME blade buoy buoyant body cable element cage bottom calculated component compression chamber Copyright deflection diameter distribution Drain Pipeline dynamic equation estimate Figure fish cage flow coefficient fluid function Gauge Number gravity-type grid heave horizontal hydrodynamic hydrodynamic pressure hydroelastic response incident wave irregular waves Japan large floating structures length lift force linear loading located mass mean wave measured Mechanics and Arctic MEGA-FLOAT meters method modal coordinate mode shape mooring force mooring lines mooring system navigation node obtained Ocean Engineering Offshore Mechanics pump Qmax radar RAO(Heave/Wave amp resonant duct response amplitude operators robot semisubmersible sensor shoreline shown in Fig significant wave height simulation spectra spectrum surface Tension Leg tether Theseus towed transponder U-Pipe Bundle unit deck vector vehicle velocity vertical displacement VLFS WaMOS wave conditions wave period wave power wind