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 51
... given in Wehausen & Laitone's ( 1960 ) text book , the particular solution around cylinder p can be obtained by the following integral over the free surface : 6 ( 11 ) JP2 = == 1 Απ Σ 2 27 ∞ · ƒde ' ƒƒ } ' ( r'‚0 ' ) G ( r , ‚ 0 , , z ...
... given in Wehausen & Laitone's ( 1960 ) text book , the particular solution around cylinder p can be obtained by the following integral over the free surface : 6 ( 11 ) JP2 = == 1 Απ Σ 2 27 ∞ · ƒde ' ƒƒ } ' ( r'‚0 ' ) G ( r , ‚ 0 , , z ...
Page 215
... given in Table 1. The element length throughout is approximately 10 metres . This is found to give good solution accuracy for mooring lines in a water depth of 400 metres . Note that the part of the cable identified as Segment 2 may ...
... given in Table 1. The element length throughout is approximately 10 metres . This is found to give good solution accuracy for mooring lines in a water depth of 400 metres . Note that the part of the cable identified as Segment 2 may ...
Page 246
... given number of harmonic wave components at any direction relative to the ships heading . Given a wave spectrum , the program will generate automatically an irregular wave repre- sentation with random phases and pre - specified ...
... given number of harmonic wave components at any direction relative to the ships heading . Given a wave spectrum , the program will generate automatically an irregular wave repre- sentation with random phases and pre - specified ...
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