Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 174
... integral is highly oscillatory and slowly convergent , and its numerical evaluation constitutes the major part of ... integral exhibits oscillatory behavior with radial distance r , decaying as r -1/2 By exploiting the axisymmetric ...
... integral is highly oscillatory and slowly convergent , and its numerical evaluation constitutes the major part of ... integral exhibits oscillatory behavior with radial distance r , decaying as r -1/2 By exploiting the axisymmetric ...
Page 337
... INTEGRAL METHOD α we have used the boundary integral method to solve For this method we need only the nodal points on the body surfaces , but the values of the Green function and its normal derivative at the nodal points have to be ...
... INTEGRAL METHOD α we have used the boundary integral method to solve For this method we need only the nodal points on the body surfaces , but the values of the Green function and its normal derivative at the nodal points have to be ...
Page 142
... integral = P ( F ) = √ f ( x1 , ... , In ) dx1 ...... dĩn I ( B ) = √ ( sı ... ) < o h ( x ) exp ( 82ƒ ( x ) ) dz 9 ( 1 , .... ... , n ) ≤0 ( 11 ) is called a Laplace - type integral . The asymptotic behavior of such an integral ...
... integral = P ( F ) = √ f ( x1 , ... , In ) dx1 ...... dĩn I ( B ) = √ ( sı ... ) < o h ( x ) exp ( 82ƒ ( x ) ) dz 9 ( 1 , .... ... , n ) ≤0 ( 11 ) is called a Laplace - type integral . The asymptotic behavior of such an integral ...
Contents
OCEAN WAVES AND CURRENT | 1 |
HYDRODYNAMIC FORCES | 69 |
17 | 90 |
Copyright | |
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added mass amplitude analysis axial behaviour boundary bubble buoy cable calculated Campos Basin coefficients compliant tower components configuration crane vessels cylinder damping model damping ratio developed direction displacement distribution domain drag coefficient drag force dynamic response effect Engineering equation estimated experimental Figure floating flow fluid heave motion hydrodynamic hydrodynamic damping installation interaction internal wave irregular waves Karunakaran length linear load matrix measured method modal mode model testing module natural frequency natural period nondimensional nonlinear obtained Ocean Offshore Structures operations oscillation parameters peak pipe pipeline platform pontoon potential predicted pressure ratio Rayleigh Rayleigh distribution resonant riser rotation second-order semisubmersible ship shown simulation spectra spectrum stiffness Stirling engine subsea surge tank technique tendon tension tethers transfer function values vector velocity velocity potential vertical vessel vibration water depth wave force wave height wave period