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 202
... Normal Condition Statistics , gives an integral description of all wave and wind conditions that are encountered in a period of three consecutive years . The principal objective of the other part , called Extreme Condition Statistics ...
... Normal Condition Statistics , gives an integral description of all wave and wind conditions that are encountered in a period of three consecutive years . The principal objective of the other part , called Extreme Condition Statistics ...
Page 260
... normal 0.3 Cov0.50 in ca Crack growth parameter Log normal -29.84 SD = 0.55 Category A ; i.e. members of the utmost importance to the global structural integrity in the sense that failure of a category A member will lead to global ...
... normal 0.3 Cov0.50 in ca Crack growth parameter Log normal -29.84 SD = 0.55 Category A ; i.e. members of the utmost importance to the global structural integrity in the sense that failure of a category A member will lead to global ...
Page 282
... Normal : : X12 = r12 Log Normal X13 = k1 Log Normal = 100 HX12 = 0.020X12 μX13 = = 0.002 μx1 = 0.02 | σx1 = 0.002 401 16159 398 16114 Table 5 : Correlation between basic variables X1 and X2 . PX1X2 = -0.40 PX1X2 = -0.80 σX13 : . = 10 ...
... Normal : : X12 = r12 Log Normal X13 = k1 Log Normal = 100 HX12 = 0.020X12 μX13 = = 0.002 μx1 = 0.02 | σx1 = 0.002 401 16159 398 16114 Table 5 : Correlation between basic variables X1 and X2 . PX1X2 = -0.40 PX1X2 = -0.80 σX13 : . = 10 ...
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