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 29
QUICKWAVE and DESIGNER WAVE : UTILIZING APPROXIMATE AND RIGOROUS PRELIMINARY DESIGN METHODS FOR COMPLIANT TOWERS ... Designer Wave " ( Morrison and Leonard , 93 ) and the " Quickwave " ( Morrison , 94 ) . Pertinent elements of these ...
QUICKWAVE and DESIGNER WAVE : UTILIZING APPROXIMATE AND RIGOROUS PRELIMINARY DESIGN METHODS FOR COMPLIANT TOWERS ... Designer Wave " ( Morrison and Leonard , 93 ) and the " Quickwave " ( Morrison , 94 ) . Pertinent elements of these ...
Page 32
... DESIGNER WAVE ENVELOPES The Quickwave suite of worksheets uses the shear and moment envelopes to design major leg and brace sizes . Figure 5 gives an example of the design of legs in a 1,000 m flextower using regular full 3 - D design ...
... DESIGNER WAVE ENVELOPES The Quickwave suite of worksheets uses the shear and moment envelopes to design major leg and brace sizes . Figure 5 gives an example of the design of legs in a 1,000 m flextower using regular full 3 - D design ...
Page 33
4. " QUICKWAVE After Designer Wave " : is the shear envelope that would have resulted from an initial guess using applied load of 7,500 k ( the statistically derived 1 - hour extreme value ) . Despite the differences throughout the design ...
4. " QUICKWAVE After Designer Wave " : is the shear envelope that would have resulted from an initial guess using applied load of 7,500 k ( the statistically derived 1 - hour extreme value ) . Despite the differences throughout the design ...
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