Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 59
... distribution F ( z ) is assigned to a variable z ( empirically or theoretically ) , this variable can be transformed to another variable z ' having a Normal distribution , by means of the equation z ( t ) → z ' ( t ) = N - 1 [ F ( z ) ...
... distribution F ( z ) is assigned to a variable z ( empirically or theoretically ) , this variable can be transformed to another variable z ' having a Normal distribution , by means of the equation z ( t ) → z ' ( t ) = N - 1 [ F ( z ) ...
Page 411
PRESSURE DISTRIBUTION ON A CYLINDER OSCILLATING CLOSE TO A PLANE BED Rahman Dadman ' Department of Civil and Structural Engineering UMIST , Manchester M60 1QD , U.K. Rangaswami Narayanan Department of Civil and Structural Engineering ...
PRESSURE DISTRIBUTION ON A CYLINDER OSCILLATING CLOSE TO A PLANE BED Rahman Dadman ' Department of Civil and Structural Engineering UMIST , Manchester M60 1QD , U.K. Rangaswami Narayanan Department of Civil and Structural Engineering ...
Page 476
... distribution and it is installed on 3 components load cell to measure the wind force . This measuring part can be moved any place then we can measure the wind force and pressure distribution at any point . The wind pressure was measured ...
... distribution and it is installed on 3 components load cell to measure the wind force . This measuring part can be moved any place then we can measure the wind force and pressure distribution at any point . The wind pressure was measured ...
Contents
OCEAN WAVES | 1 |
VOLUME IA OFFSHORE TECHNOLOGY | 65 |
J Chang | 86 |
Copyright | |
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analysis boundary conditions boundary layer calculated circular cylinder comparison compliant towers components computed corresponding crest criteria damping diffraction direction distribution drag coefficient dynamic effects Engineering equation estimated experimental Figure filter flow fluid force coefficients Fourier free surface fuzzy Hilbert transform hindcast horizontal velocity hydrodynamic impact force in-line incident wave KC number kinematics lift force linear Loop Current maximum measured method Morison motion Myrhaug NewWave non-linear obtained Offshore Structures orifice oscillating parameters phase planetary boundary layer plate platform potential flow prediction pressure rad/s random wave ratio regular waves Reynolds number sea wave second-order shear stress ship shown simulation sinusoidal spectra surface elevation tank tests tidal turbine turbulence values velocity potential vertical Volume I-A Walsh function water depth wave elevation wave energy wave force wave height wave kinematics wave power wave profile wave spectrum wave theory wave train wind