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 154
... mooring system as an alternative for deeper waters , such as the Campos basin ( 300 meters ) . Due to the large number of design parameters related to this system ( location of the fairlead , number , type and spread of mooring lines ...
... mooring system as an alternative for deeper waters , such as the Campos basin ( 300 meters ) . Due to the large number of design parameters related to this system ( location of the fairlead , number , type and spread of mooring lines ...
Page 181
... MOORING FORCES The environmental loads exerted on a tanker moored at sea are classified into the steady component ... mooring lines axisymmetrically . In this paper , experimental results used to estimate the mooring force . In ...
... MOORING FORCES The environmental loads exerted on a tanker moored at sea are classified into the steady component ... mooring lines axisymmetrically . In this paper , experimental results used to estimate the mooring force . In ...
Page 235
The motion and mooring line loads of a moored semi- submersible in waves Xiaohong Chen & Xianglu Huang State Key ... mooring line in the mooring system . The calculation were made by a frequency domain method , which can handle the ...
The motion and mooring line loads of a moored semi- submersible in waves Xiaohong Chen & Xianglu Huang State Key ... mooring line in the mooring system . The calculation were made by a frequency domain method , which can handle the ...
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