Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 34
... PROBLEM OF AN ARRAY OF PLATES IN WAVES Diffraction problem of an array of plates rigidly fixed on the shallow water in waves is presented . x We consider an array of n equally spaced plates , each having a length L , fixed on the water ...
... PROBLEM OF AN ARRAY OF PLATES IN WAVES Diffraction problem of an array of plates rigidly fixed on the shallow water in waves is presented . x We consider an array of n equally spaced plates , each having a length L , fixed on the water ...
Page 453
... problems of complex structures without trial and error or repetitive finite element analyses . Free vibration , static deformation , and forced vibration constraints must be incorporated into the redesign problem . Damping and added ...
... problems of complex structures without trial and error or repetitive finite element analyses . Free vibration , static deformation , and forced vibration constraints must be incorporated into the redesign problem . Damping and added ...
Page 809
... problem requires knowledge of the quadratic transfer function ( QTF ) of the floater , used as input in the solution of an eigenvalue problem . The other two references describe the theory and an experimental check , respectively , of a ...
... problem requires knowledge of the quadratic transfer function ( QTF ) of the floater , used as input in the solution of an eigenvalue problem . The other two references describe the theory and an experimental check , respectively , of a ...
Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
OMAE2000OSU OFT3004 | 9 |
OMAE2000OSU OFT3005 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assessment Bay of Campeche beam bending calculated catenary coefficient components computed Copyright cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated factor failure fatigue damage fiber ropes Figure finite element finite element analysis fluid FPSO function guideline Haltenbanken heave plate horizontal hydrodynamic irregular waves Joint Conference Energy linear load maximum measured method mode mode shape model tests mooring line mooring system motion nonlinear obtained offshore structures Offshore Technology Offshore Technology Conference parameters peak pipeline platform prediction pressure ratio response riser riser tension rogue wave S-N curve safety sea floor sensors shear shear modulus ship shown simulation soil soliton Spar spar platform spectral spectrum stiffener stiffness strength suction surface surge Table tanker tension variables velocity vertical vessel vibration water depth wave height wavelet wavenumber wind