Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Part 1American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 293
... approach , one of ultimate strength calculations based on presumed failure mechanisms as proposed by Bea and Mortazavi ( 1995 ) , are also presented . In this fashion , the conservatism and accuracy of each simplified approach relative ...
... approach , one of ultimate strength calculations based on presumed failure mechanisms as proposed by Bea and Mortazavi ( 1995 ) , are also presented . In this fashion , the conservatism and accuracy of each simplified approach relative ...
Page 294
... approaches for use in platform assessments . A major product of this effort has been the simplified ULS analysis approach known as ULSLEA : Ultimate Limit State Limit Equilibrium Analysis . This approach establishes a lateral shear ...
... approaches for use in platform assessments . A major product of this effort has been the simplified ULS analysis approach known as ULSLEA : Ultimate Limit State Limit Equilibrium Analysis . This approach establishes a lateral shear ...
Page 304
... approach tends to provide estimates which are as good as if not superior to the results obtained through application of the SUS approach when compared to results from more detailed evaluations , and combined with the fact that the ...
... approach tends to provide estimates which are as good as if not superior to the results obtained through application of the SUS approach when compared to results from more detailed evaluations , and combined with the fact that the ...
Contents
HYDRODYNAMIC FORCES | 1 |
The Irregular Breaking Wave Forces on Vertical Wall | 13 |
Steady Drift Forces and Yaw Moment Due to Waves With Slow Current | 47 |
Copyright | |
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added mass amplitude analysis anchor angle axial stress breakwater cable caisson calculated catenary components computed configuration cylinder damping diameter diffraction displacement domain drag coefficient dynamic effect element Engineering equation evaluation excitation experimental experiments Fieldbus Figure flow fluid FPSO free surface function Green function guidewire heave horizontal hull hydrodynamic incident wave installation integral interaction irregular waves Japan length linear load matrix maximum measured method mode mooring line mooring system motion nonlinear numerical obtained Ocean Offshore Technology ASME oscillation parameters PETROBRAS piles pipe string pitch moment platform predicted present ratio response riser ship shown in Fig simulation sloshing pressure solution speed stress surge tank Technology ASME 1997 tension Tension Leg Platform theory third order tsunami vector velocity potential vertical vessel vortex shedding water depth wave force wave height wave period wave power