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 110
Global load 0.5 1.5 1 3.5 2.5 2 3 4.5 5 Case study platform in collapse mode . P / PO -0.1 -0.2 -0.3 -0.4 -0.5 0 -0.6 -0.05 0 Figure 4a ) Global load 0.5 0.15 Global displacement [ m ] Global. Lx Figure 3 with local buckling 0 with local ...
Global load 0.5 1.5 1 3.5 2.5 2 3 4.5 5 Case study platform in collapse mode . P / PO -0.1 -0.2 -0.3 -0.4 -0.5 0 -0.6 -0.05 0 Figure 4a ) Global load 0.5 0.15 Global displacement [ m ] Global. Lx Figure 3 with local buckling 0 with local ...
Page 111
Global load 0.5 0.15 Global displacement [ m ] Global behaviour of platform with and without account of joint behaviour . Global load 3.5 3 2.5 2 1.5 1 0.5 35. 2 2 3 S P / PO -0.1 -0.2 -0.3 -0.4 -0.5 0.3 0.2 0.1 0 3 -0.6 -0.04 -0.02 0 ...
Global load 0.5 0.15 Global displacement [ m ] Global behaviour of platform with and without account of joint behaviour . Global load 3.5 3 2.5 2 1.5 1 0.5 35. 2 2 3 S P / PO -0.1 -0.2 -0.3 -0.4 -0.5 0.3 0.2 0.1 0 3 -0.6 -0.04 -0.02 0 ...
Page 178
... global coordinate system with rotary terms about global axes through the TLP's centre of rotation . W The development is based on a solution technique whereby the scattered and radiated potentials and their normal gradients are matched ...
... global coordinate system with rotary terms about global axes through the TLP's centre of rotation . W The development is based on a solution technique whereby the scattered and radiated potentials and their normal gradients are matched ...
Contents
DESIGN OF OFFSHORE STRUCTURES | 1 |
Aarsnes | 11 |
A Novel Design Procedure for Jacket Installations | 19 |
Copyright | |
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acceptance criteria added mass ALARP amplitude analysis angle Axial load barge behaviour bending buckling buoy calculated Campos Basin catastrophe sets coefficients collision compliant tower components computed configuration crack crane crane vessel cycles cyclic cylinder damping damping ratio Designer Wave diameter displacement drilling dynamic effects element equation fatigue flexjoint function global heave horizontal hydrodynamic installation ISSC TLP jacket joint lift lift forces linear load kN maximum measured mesh mode model test mooring line motion natural frequency nonlinear obtained Ocean Ocean Ranger Offshore Technology operation oscillation panel parameters platform predicted Quickwave ratio response riser risk shear simulation specimen SSCV Statoil steel stiffness strain stress surge tanker tension tension leg platform transverse tube tubular USFOS values velocity vertical vessel vibration vortex induced vibrations vortex shedding water depth wave forces wave height wave period weight weld toe wellhead wind windspeed