Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 337
The motion equations include non - linear stiffness characteristics of the catenary mooring lines , and the excitation forces are calculated by taking into account the displaced position of the floating buoy as it oscillates in waves .
The motion equations include non - linear stiffness characteristics of the catenary mooring lines , and the excitation forces are calculated by taking into account the displaced position of the floating buoy as it oscillates in waves .
Page 345
The resulting stiffness matrix is time dependent due to fluctuations in the riser top tension . Further , Morison's equation is used for estimating the hydrodynamic load on the riser . Due to the nonlinearity of the drag term appearing ...
The resulting stiffness matrix is time dependent due to fluctuations in the riser top tension . Further , Morison's equation is used for estimating the hydrodynamic load on the riser . Due to the nonlinearity of the drag term appearing ...
Page 346
Assuming that only the heave motion of the vessel influences the stiffness of the system , and that the riser motion can be approximately treated as a lateral motion in a plane , the equation of motion for the discretized riser system ...
Assuming that only the heave motion of the vessel influences the stiffness of the system , and that the riser motion can be approximately treated as a lateral motion in a plane , the equation of motion for the discretized riser system ...
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Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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added amplitude analysis applied array bending body boundary calculated coefficient compared comparison component considered corresponding crest curve cylinder damping defined dependent depth determined developed direction displacement distribution drag dynamic effect element Engineering equation estimated experimental experiments factor field Figure flow forward frequency function given hydrodynamic increase integral interval length lift force linear load mass maximum mean measured method mooring motion natural nonlinear obtained Offshore oscillation parameters period pile plate platform potential predicted present pressure problem range ratio relative respectively response riser ship shown simulation solution spectra spectrum speed stress structure surface surge Table tension theory values velocity vertical vessel vortex wave force wave height wind