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 90
... ( included ) to produce the following compact formulation in Cartesian coordinates au1 duj ( 16a ) Fj = Aij t mij + Ɛjklál U¡Ñk - Ɛjk1Œ¡¡μ¡Nk dt ( n - s ) ! sau¡ ] + A1 ( U¡ - u1 ) axir = 0 ( a + 1 - bas1 + ab + 1 – bst1ās ) ; ( n + s + ...
... ( included ) to produce the following compact formulation in Cartesian coordinates au1 duj ( 16a ) Fj = Aij t mij + Ɛjklál U¡Ñk - Ɛjk1Œ¡¡μ¡Nk dt ( n - s ) ! sau¡ ] + A1 ( U¡ - u1 ) axir = 0 ( a + 1 - bas1 + ab + 1 – bst1ās ) ; ( n + s + ...
Page 11
... included plots similar to Figure 3 ( a ) for the various data sets , as well as an indepth analysis by Maes and Hermans ( 1991 ) . The latter study included in particular a detailed analysis of the data measured on the instrumented ...
... included plots similar to Figure 3 ( a ) for the various data sets , as well as an indepth analysis by Maes and Hermans ( 1991 ) . The latter study included in particular a detailed analysis of the data measured on the instrumented ...
Page 130
... included . · · Waves and currents are assumed to approach the jacket at right angles to the side with the longer plan dimensions . Failure is assumed to occur under a single extreme wave , by progressive failure of a sequence of tubular ...
... included . · · Waves and currents are assumed to approach the jacket at right angles to the side with the longer plan dimensions . Failure is assumed to occur under a single extreme wave , by progressive failure of a sequence of tubular ...
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