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 207
... linear ones ! In a frequency domain program it is simple to model frequency - dependent properties as long as they are linear , and more awkward to model non - linear characteristics . In Yardley ( 1996 ) the static stress - strain ...
... linear ones ! In a frequency domain program it is simple to model frequency - dependent properties as long as they are linear , and more awkward to model non - linear characteristics . In Yardley ( 1996 ) the static stress - strain ...
Page 58
... linear computation results in Fig . 2 , the linear computation results of X , and X3 can be seen to overestimate the experimental ones near 1.3 s and 2.0 s corresponding to the resonant frequencies of sway and roll , respectively , but ...
... linear computation results in Fig . 2 , the linear computation results of X , and X3 can be seen to overestimate the experimental ones near 1.3 s and 2.0 s corresponding to the resonant frequencies of sway and roll , respectively , but ...
Page 60
... Linear mooring force Nonlinear mooring force Z Mooring system Normal vector X , n Incident waves Tangential vector X , G ( x2 ) Free water surface Seawall S Body surface Ω S , Sea bottom X1 : Sway X2 : Heave X , ( cm ) 2 -3 -4 5 5.5 6 ...
... Linear mooring force Nonlinear mooring force Z Mooring system Normal vector X , n Incident waves Tangential vector X , G ( x2 ) Free water surface Seawall S Body surface Ω S , Sea bottom X1 : Sway X2 : Heave X , ( cm ) 2 -3 -4 5 5.5 6 ...
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