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 128
... Table 4.1 presents the list of variables that should be considered as random within a probabilistic reliability analysis of offshore structures . The table consists of 4 parts : loading parameters , structural parameters , fatigue model ...
... Table 4.1 presents the list of variables that should be considered as random within a probabilistic reliability analysis of offshore structures . The table consists of 4 parts : loading parameters , structural parameters , fatigue model ...
Page 128
... table . For variables which are defined per member or per joint , the value of psy indicates the coefficient of correlation between members . For the interpretation of Р. it is convenient to have the following relationship : Day- 1 ...
... table . For variables which are defined per member or per joint , the value of psy indicates the coefficient of correlation between members . For the interpretation of Р. it is convenient to have the following relationship : Day- 1 ...
Page 282
... Table 5 : Correlation between basic variables X1 and X2 . PX1X2 = -0.40 PX1X2 = -0.80 σX13 : . = 10 X23 = k11 Log ... Table 1 : Distribution and parameters for basic variables X. X3 = αc HX3 -0.163 -0.362 -0.149 -0.365 0.124 0.017 σχε V ...
... Table 5 : Correlation between basic variables X1 and X2 . PX1X2 = -0.40 PX1X2 = -0.80 σX13 : . = 10 X23 = k11 Log ... Table 1 : Distribution and parameters for basic variables X. X3 = αc HX3 -0.163 -0.362 -0.149 -0.365 0.124 0.017 σχε V ...
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