Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 149
... compliant tower for 610m water depth is where presented , the above described method is applied . Comparisons with time - domain method performed and the results are commented . INTRODUCTION are The analysis of stochastic dynamic ...
... compliant tower for 610m water depth is where presented , the above described method is applied . Comparisons with time - domain method performed and the results are commented . INTRODUCTION are The analysis of stochastic dynamic ...
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 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 incident wave interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures Offshore Technology ASME OMAE oscillating parameters peak pile platform pontoons predicted propagation random waves ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker Technology ASME 1993 tension leg platform tests theory values velocity potential vortex vortex shedding water depth wave forces wave height wave loading wavemaker wavenumber wind