Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 329
... depth function a ( R ( z ) ) contains three arbitrary constants that can be used to curve - fit many different variations in ma- terial properties with depth . Here we will consider several monotonic depth functions . ( 17 ) The general ...
... depth function a ( R ( z ) ) contains three arbitrary constants that can be used to curve - fit many different variations in ma- terial properties with depth . Here we will consider several monotonic depth functions . ( 17 ) The general ...
Page 330
... depth d wave length L wave height H Soil parameters : Poisson's ratio μ porosity n ' shear modulus G permeability K2o degree of saturation S , coefficient Ko unit weight of soil 7 , 12.5 sec 20 m 159.95 m 10.0 m 0.4 0.4 107 N / m2 10 ...
... depth d wave length L wave height H Soil parameters : Poisson's ratio μ porosity n ' shear modulus G permeability K2o degree of saturation S , coefficient Ko unit weight of soil 7 , 12.5 sec 20 m 159.95 m 10.0 m 0.4 0.4 107 N / m2 10 ...
Page 403
Table 1 Maximum stress in the structure for the water depth of 70m . ? ( a ) Static stresses . deck column lower - hull connector Structural Stress in the Structure ( kgf / mm2 ) Element tension leg Water Depth = 70m Water Depth = 300m ...
Table 1 Maximum stress in the structure for the water depth of 70m . ? ( a ) Static stresses . deck column lower - hull connector Structural Stress in the Structure ( kgf / mm2 ) Element tension leg Water Depth = 70m Water Depth = 300m ...
Contents
PART | 1 |
Sea Surface Wind Stress in Stratified Atmospheric Flow | 49 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 65 |
Copyright | |
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acceleration amplitude analysis axial boundary conditions calculated cavitation cnoidal waves comparison components computed crest heights cylinder damping dent displacement distribution drag drag coefficient effects element equation estimated experimental factor Figure flow fluid force coefficients Fourier freak waves free surface function given Hilbert transform horizontal hull hydrodynamic hydrodynamic forces inertia interaction irregular wave linear wave LRFD maximum measured method monotower motion natural frequency nondimensional nonlinear North Sea obtained Ocean Offshore Structures OMAE oscillating parameters platform potential potential flow predicted pressure Proc reliability Reynolds number seastates second-order shear ship shown simulation skeg solution spectrum Statoil stress surface elevation Table theoretical transfer function transient wave values variable vertical vibration vortex induced vibrations vortex shedding wave elevation wave force wave kinematics wave load wave theory wave train Wheeler stretching wind