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 205
... evaluation : Same procedure as Function evaluation , carried out for a positive and negative increment of each variable . 5.3 Check convergence and constraints . If satisfactory , stop , else , search for improved solution , X , and go ...
... evaluation : Same procedure as Function evaluation , carried out for a positive and negative increment of each variable . 5.3 Check convergence and constraints . If satisfactory , stop , else , search for improved solution , X , and go ...
Page 294
... evaluation . Platforms not passing the ULSLEA evaluation , or possessing unusual characteristics , should therefore be evaluated by more detailed analytical means . However , it is not necessary to immediately jump to the level of ...
... evaluation . Platforms not passing the ULSLEA evaluation , or possessing unusual characteristics , should therefore be evaluated by more detailed analytical means . However , it is not necessary to immediately jump to the level of ...
Page 304
... evaluation of structures which may not pass an ULSLEA evaluation , or may possess a complicated configuration which is difficult to analyze by ULSLEA . While the capacity estimates obtained by SUS tend to be lower than those found using ...
... evaluation of structures which may not pass an ULSLEA evaluation , or may possess a complicated configuration which is difficult to analyze by ULSLEA . While the capacity estimates obtained by SUS tend to be lower than those found using ...
Contents
HYDRODYNAMIC FORCES | 1 |
The Irregular Breaking Wave Forces on Vertical Wall | 13 |
Underwater Cylindrical Structures | 73 |
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