Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
Results 1-3 of 66
Page 141
... solution to this problem . This means we have to find a numerical procedure to obtain an approximate solution . When the system satisfies the state equations and the adjoint equations , we find the first variation in the Lagrangian ...
... solution to this problem . This means we have to find a numerical procedure to obtain an approximate solution . When the system satisfies the state equations and the adjoint equations , we find the first variation in the Lagrangian ...
Page 333
... solution can be easily found as s ( x , y , t ) = aJ ( kr ) cos at where @ = kg tanh ( kd ) ( 21 ) ( 22 ) In the numerical solution , the fluid domain is divided by L horizontal plane along the water depth . M and N divisions are also ...
... solution can be easily found as s ( x , y , t ) = aJ ( kr ) cos at where @ = kg tanh ( kd ) ( 21 ) ( 22 ) In the numerical solution , the fluid domain is divided by L horizontal plane along the water depth . M and N divisions are also ...
Page 458
... solution can be well predicted , because the matrix [ B ] is diagonally dominant and the analysis is carried out for multiple wave periods . The third advantage is the fast convergence to the solution because of the use of the diagonal ...
... solution can be well predicted , because the matrix [ B ] is diagonally dominant and the analysis is carried out for multiple wave periods . The third advantage is the fast convergence to the solution because of the use of the diagonal ...
Contents
OCEAN WAVES | 1 |
Aarsnes | 55 |
VOLUME IA OFFSHORE TECHNOLOGY | 65 |
Copyright | |
26 other sections not shown
Other editions - View all
Common terms and phrases
acceleration analysis AXIWAVE biplane blade boundary layer calculated circular cylinder comparison compliant towers components computed corresponding crest criteria damping direction distribution drag drag coefficient dynamic effects Engineering equation estimated experimental Figure filter flow fluid force coefficients Fourier free surface frequency fuzzy given hindcast horizontal velocity hydrodynamic impact force in-line incident wave irregular Islay KC number kinematics lift force linear load Loop Current maximum measured method Morison Myrhaug NewWave non-linear obtained ocean waves Offshore Structures orifice oscillating parameters planetary boundary layer plate platform predicted pressure rad/s random wave ratio regular waves Scatter Parameter sea wave second-order shear stress ship shown simulation spectra surface elevation term tests turbine turbulence values velocity potential vertical Volume I-A Walsh function water depth wave elevation wave energy wave height wave kinematics wave power wave profile wave spectrum wave theory wave train wind