Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 354
Globally , the various approaches are based on the Finite Element method ( and
... The accuracy of this approach can , nevertheless be increased by introducing
the non linear part of the bending strains , which leads to take into account the ...
Globally , the various approaches are based on the Finite Element method ( and
... The accuracy of this approach can , nevertheless be increased by introducing
the non linear part of the bending strains , which leads to take into account the ...
Page 362
For dynamically sensitive systems , the design wave approach should in general
be avoided . Demonstration of the shortcomings of this concept will be given in a
later section of this paper . At present , the strength or ultimate limit state of most ...
For dynamically sensitive systems , the design wave approach should in general
be avoided . Demonstration of the shortcomings of this concept will be given in a
later section of this paper . At present , the strength or ultimate limit state of most ...
Page 450
It is agreed that the approach provides for a load combination format that is
consistent with the probabilistic solution for combined loading . But this
conclusion is restricted to stationary and independent processes ; moreover , the
theoretical ...
It is agreed that the approach provides for a load combination format that is
consistent with the probabilistic solution for combined loading . But this
conclusion is restricted to stationary and independent processes ; moreover , the
theoretical ...
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Contents
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
HYDRODYNAMIC FORCES | 347 |
Copyright | |
13 other sections not shown
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Common terms and phrases
alternative amplitude analysis applied approach array axial barge bending brace buoyancy cable calculated coefficient combination compared configuration considered corresponding curvature curve damage damping defined deflection determined developed direction displacement distribution drag dynamic effects elements Engineering environmental equation estimated extreme factor fatigue Figure flexible riser flow force frequency function given height important increase indicate installation length linear load marine mass matrix maximum mean measured method mode mooring motion natural nonlinear normal obtained offshore operation parameters performed period phase pile platform position predicted present problem production relative represent respectively response riser rotating selection shown shows simulation soil solution static stiffness storage strain stress structure surface Table tension tests values vertical vessel water depth wave wind
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1990 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |