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 265
... simulation 0.25- Oortmerssen's simulation Oortmerssen's experiment 0 0.5 a'll 1 0.75- 05- O Present simulation 0.25 Oortmerssen's simulation Oortmerssen's experiment 0 0 0.5 1 Waves 0.75 05 1 15 2 25 w ' Fig.3 Surge added mass of the ...
... simulation 0.25- Oortmerssen's simulation Oortmerssen's experiment 0 0.5 a'll 1 0.75- 05- O Present simulation 0.25 Oortmerssen's simulation Oortmerssen's experiment 0 0 0.5 1 Waves 0.75 05 1 15 2 25 w ' Fig.3 Surge added mass of the ...
Page 187
Surging ( m / s ) Comparison with Simulation Input parameters used for the simulation are shown in Table 1 . watched by the operator as shown in Fig.7 , but the moni- toring interval was 15 minutes and it is not adequate to be compared ...
Surging ( m / s ) Comparison with Simulation Input parameters used for the simulation are shown in Table 1 . watched by the operator as shown in Fig.7 , but the moni- toring interval was 15 minutes and it is not adequate to be compared ...
Page 188
... simulation results corresponded with those of the sea trial well . The difference between simulation and measurement with regard to the range of the tension variation might be caused by the measurement errors in the Young's modulus E of ...
... simulation results corresponded with those of the sea trial well . The difference between simulation and measurement with regard to the range of the tension variation might be caused by the measurement errors in the Young's modulus E of ...
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