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 331
... Mass Coetf . Daaping Coeff Added Mass Coeff . 16 1.5 14 1.3 1.2 1.1 1 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 0.8 0.7 0.6 0.5 0.4 0 3 0.2 0.1 17 16 15 1.4 1.3 1 2 11 1 0.9 0.8 07 0.6 0.5 04 0 3 0.2 0.1 0 100 100 100 ADDED MASS COEFF . 1 3 ...
... Mass Coetf . Daaping Coeff Added Mass Coeff . 16 1.5 14 1.3 1.2 1.1 1 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 0.8 0.7 0.6 0.5 0.4 0 3 0.2 0.1 17 16 15 1.4 1.3 1 2 11 1 0.9 0.8 07 0.6 0.5 04 0 3 0.2 0.1 0 100 100 100 ADDED MASS COEFF . 1 3 ...
Page 595
... mass . Several values of the crack depth and location and of the mass load are taken into consideration . The main objective of this study is to contribute to the development of of a non - destructive technique which allows for the ...
... mass . Several values of the crack depth and location and of the mass load are taken into consideration . The main objective of this study is to contribute to the development of of a non - destructive technique which allows for the ...
Page 597
... mass at the free end of the beam tends to decrease the importance of the crack depth , mainly when the crack location is near its free end . For the cases under analysis , immersion of the beams in water causes only a slight change ...
... mass at the free end of the beam tends to decrease the importance of the crack depth , mainly when the crack location is near its free end . For the cases under analysis , immersion of the beams in water causes only a slight change ...
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