Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Part 1American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 92
... analysis Apply top end motions x ( t ) and z ( t ) RESULTS : z ( t ) x ( t ) Dynamic load effects in moorings and risers Figure 1. Current state - of - art procedure for analysis of floating structures . " LARGE BODY " MODEL The analysis ...
... analysis Apply top end motions x ( t ) and z ( t ) RESULTS : z ( t ) x ( t ) Dynamic load effects in moorings and risers Figure 1. Current state - of - art procedure for analysis of floating structures . " LARGE BODY " MODEL The analysis ...
Page 94
... analysis the floating vessel is regarded as a nodal component in the FEM model . The forces on the vessel , represented by a large volume body , are computed separately for each time step ... analysis ( Fig . 1 ) , coupled analysis ( Fig 94.
... analysis the floating vessel is regarded as a nodal component in the FEM model . The forces on the vessel , represented by a large volume body , are computed separately for each time step ... analysis ( Fig . 1 ) , coupled analysis ( Fig 94.
Page 205
... analysis program comprising all analyses required for a preliminary design analysis , MIMOSA ( 1995 ) . In order to utilise MIMOSA within the function calculation in NLPQL , a function that enables Unix commands to be executed from ...
... analysis program comprising all analyses required for a preliminary design analysis , MIMOSA ( 1995 ) . In order to utilise MIMOSA within the function calculation in NLPQL , a function that enables Unix commands to be executed from ...
Contents
HYDRODYNAMIC FORCES | 1 |
The Irregular Breaking Wave Forces on Vertical Wall | 13 |
Steady Drift Forces and Yaw Moment Due to Waves With Slow Current | 47 |
Copyright | |
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added mass amplitude analysis anchor angle axial stress breakwater cable caisson calculated catenary components computed configuration cylinder damping diameter diffraction displacement domain drag coefficient dynamic effect element Engineering equation evaluation excitation experimental experiments Fieldbus Figure flow fluid FPSO free surface function Green function guidewire heave horizontal hull hydrodynamic incident wave installation integral interaction irregular waves Japan length linear load matrix maximum measured method mode mooring line mooring system motion nonlinear numerical obtained Ocean Offshore Technology ASME oscillation parameters PETROBRAS piles pipe string pitch moment platform predicted present ratio response riser ship shown in Fig simulation sloshing pressure solution speed stress surge tank Technology ASME 1997 tension Tension Leg Platform theory third order tsunami vector velocity potential vertical vessel vortex shedding water depth wave force wave height wave period wave power