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 56
... boundary conditions must be satisfied on the body surface : 3 Xin , ( on Ss ) ( 1. i ) = 0 ( in ) ( 1a ) 2x2 az2 Әф = 22 an + = 0 ( in ) ( 1b ) 2x2 az2 аф where and are the nonlinear velocity and acceleration potentials . • means ...
... boundary conditions must be satisfied on the body surface : 3 Xin , ( on Ss ) ( 1. i ) = 0 ( in ) ( 1a ) 2x2 az2 Әф = 22 an + = 0 ( in ) ( 1b ) 2x2 az2 аф where and are the nonlinear velocity and acceleration potentials . • means ...
Page 57
... boundary condition of the body surface , Eq . ( 1⚫ j ) . On the free water surface boundaries , the unknown is eliminated by substituting Bernoulli's theorem , Eq . ( 1 h ) . The boundary integral equation ( 5 ) for the acceleration ...
... boundary condition of the body surface , Eq . ( 1⚫ j ) . On the free water surface boundaries , the unknown is eliminated by substituting Bernoulli's theorem , Eq . ( 1 h ) . The boundary integral equation ( 5 ) for the acceleration ...
Page 63
... boundary - fitted curvilinear coordinate system is employed to facilitate the use of the finite - difference method on curved boundaries . The governing equations and boundary conditions are transformed from the physical plane into a ...
... boundary - fitted curvilinear coordinate system is employed to facilitate the use of the finite - difference method on curved boundaries . The governing equations and boundary conditions are transformed from the physical plane into a ...
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