Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1992 - Arctic regions |
From inside the book
Results 1-3 of 77
Page 129
... calculated , the use of the Haskind relations makes it possible to calculate the diffraction forces without explicitly calculating the diffraction potential . However , for the pres- ent case of small values of the frequency parameter ...
... calculated , the use of the Haskind relations makes it possible to calculate the diffraction forces without explicitly calculating the diffraction potential . However , for the pres- ent case of small values of the frequency parameter ...
Page 245
... calculated from , L of A Ni Nj ds CAN , N ; ds Nj where { wn } is given by Eq . ( 22a ) , E [ . ] denotes an expected value and . denotes the modulus of a vector . The expected values of the second and fourth powers of Iwnl can be ...
... calculated from , L of A Ni Nj ds CAN , N ; ds Nj where { wn } is given by Eq . ( 22a ) , E [ . ] denotes an expected value and . denotes the modulus of a vector . The expected values of the second and fourth powers of Iwnl can be ...
Page 348
... calculated at different nodal points on the free surface : C in Case 2 is calculated at the first nodal point from the open boundary , C in Case 3 is calculated at the corner of the open boundary ; and C in Case 1 is the analytical ...
... calculated at different nodal points on the free surface : C in Case 2 is calculated at the first nodal point from the open boundary , C in Case 3 is calculated at the corner of the open boundary ; and C in Case 1 is the analytical ...
Contents
OCEAN WAVES AND CURRENT | 1 |
HYDRODYNAMIC FORCES | 69 |
17 | 90 |
Copyright | |
29 other sections not shown
Other editions - View all
Common terms and phrases
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