Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Parts 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 149
... COMPLIANT TOWER 34 Tonk wave als of order ng a time d. - 1993 OMAE Volume I , Offshore Technology ASME 1993 Edison C. P. de Lima COPPE Federal University of Rio de Janeiro Rio de Janeiro , Brazil Luis Volnei S. Sagrilo and Marcos Q ...
... COMPLIANT TOWER 34 Tonk wave als of order ng a time d. - 1993 OMAE Volume I , Offshore Technology ASME 1993 Edison C. P. de Lima COPPE Federal University of Rio de Janeiro Rio de Janeiro , Brazil Luis Volnei S. Sagrilo and Marcos Q ...
Page 544
... tower configurations , one of which is labeled CT1 in Fig.6 . The tower width of CT1 was approximately 300 by 300 ft ... compliant tower is DOTM ( dynamic overturning moment ) . Different sea states can be identified for the three major ...
... tower configurations , one of which is labeled CT1 in Fig.6 . The tower width of CT1 was approximately 300 by 300 ft ... compliant tower is DOTM ( dynamic overturning moment ) . Different sea states can be identified for the three major ...
Page 548
Unlike fixed structures , compliant towers do not have as many in - place structures from which to calibrate design techniques ( API ; Finn , 76 ; Finn and Lambrakos , 92 ) . Hence , state - of - the - art methods are used . A new ...
Unlike fixed structures , compliant towers do not have as many in - place structures from which to calibrate design techniques ( API ; Finn , 76 ; Finn and Lambrakos , 92 ) . Hence , state - of - the - art methods are used . A new ...
Contents
OCEAN WAVES AND ENERGY | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 13 |
The Effect of NonColinear Wave Wind and Current Loading on Dynamic Response of a Tension | 17 |
Copyright | |
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acceleration added mass amplitude analysis angle boundary condition calculated cavitation circular cylinder Comparison compliant compliant tower components computed cosh cyclic cylinder diffraction direction displacement domain drag coefficient drag force drift force dynamic effects Engineering equation experimental Figure finite element floating body fluid forward speed free surface function Green's function heave horizontal hydrodynamic hydrodynamic force incident wave integral interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures OMAE oscillating parameters peak pile platform pontoons predicted propagation random wave ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker tension leg platform tests theory values velocity potential vortex water depth wave exciting wave forces wave height wave loading wavemaker wavenumber wind