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 7
... height of 7.1 in ( 18.0 cm ) or 59 ft ( 18.0 m ) full - scale , is not remarkable and , in fact , equivalent and larger responses can be found for several smaller waves . The time history shown in Figure 9 is from the Jonswap spectrum ...
... height of 7.1 in ( 18.0 cm ) or 59 ft ( 18.0 m ) full - scale , is not remarkable and , in fact , equivalent and larger responses can be found for several smaller waves . The time history shown in Figure 9 is from the Jonswap spectrum ...
Page 522
... height to exist with a wide range of associated periods provided that the height to length ratio does not exceed the theoretical breaking limit of around 1 : 7 . However , there is no similar lower limit for this parameter . In this ...
... height to exist with a wide range of associated periods provided that the height to length ratio does not exceed the theoretical breaking limit of around 1 : 7 . However , there is no similar lower limit for this parameter . In this ...
Page 523
... height- period joint probability distribution function is a complex problem , several approximate formulae are available . An approximate formula for the probability density of non- dimensional wave heights and period has been proposed ...
... height- period joint probability distribution function is a complex problem , several approximate formulae are available . An approximate formula for the probability density of non- dimensional wave heights and period has been proposed ...
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