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 144
... Structure WS , highlighting the fact that the environment is dominated by winter storms . Structure WS is in fact the Tern structure whose reliability has been examined in detail in a previous study [ van de Graaf et al ( 1994 ) ] . It ...
... Structure WS , highlighting the fact that the environment is dominated by winter storms . Structure WS is in fact the Tern structure whose reliability has been examined in detail in a previous study [ van de Graaf et al ( 1994 ) ] . It ...
Page 146
... structure is 165 MN . Comparing environmental loads with the capacity of the structure to withstand these loads , it may be concluded that for structure TC : Ultimate Strength a ) = RSR = 2.06 Design Load Original Design Load b ) = 1.13 ...
... structure is 165 MN . Comparing environmental loads with the capacity of the structure to withstand these loads , it may be concluded that for structure TC : Ultimate Strength a ) = RSR = 2.06 Design Load Original Design Load b ) = 1.13 ...
Page 398
... structural design are obliged to be qualitatively optimal one . General planning procedure of a huge floating structure for open sea is still not established . In this planning , a procedure shown in Fig.1 is proposed and according to ...
... structural design are obliged to be qualitatively optimal one . General planning procedure of a huge floating structure for open sea is still not established . In this planning , a procedure shown in Fig.1 is proposed and according to ...
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