Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 308
terminology is used to denote cost components weighted by the appropriate probability of their realisation . 2.1 . Initial Cost Estimation There are cost components associated with overall failure probability Pr ( t ) within a time ...
terminology is used to denote cost components weighted by the appropriate probability of their realisation . 2.1 . Initial Cost Estimation There are cost components associated with overall failure probability Pr ( t ) within a time ...
Page 312
From social criteria , the acceptable risk level of 0.0005 % per year is not optimum in an economic sense , nor close to what is achieved in practice . ns Cost components of six different cases are plotted in Fig . 5.
From social criteria , the acceptable risk level of 0.0005 % per year is not optimum in an economic sense , nor close to what is achieved in practice . ns Cost components of six different cases are plotted in Fig . 5.
Page 308
terminology is used to denote cost components weighted by the appropriate probability of their realisation . imr 2.1 . Initial Cost Estimation There are cost components associated with overall failure probability Pr ( t ) within a time ...
terminology is used to denote cost components weighted by the appropriate probability of their realisation . imr 2.1 . Initial Cost Estimation There are cost components associated with overall failure probability Pr ( t ) within a time ...
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Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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Common terms and phrases
added amplitude analysis applied array bending body boundary calculated coefficient compared comparison component considered corresponding crest curve cylinder damping defined dependent depth determined developed direction displacement distribution drag dynamic effect element Engineering equation estimated experimental experiments factor field Figure flow forward frequency function given hydrodynamic increase integral interval length lift force linear load mass maximum mean measured method mooring motion natural nonlinear obtained Offshore oscillation parameters period pile plate platform potential predicted present pressure problem range ratio relative respectively response riser ship shown simulation solution spectra spectrum speed stress structure surface surge Table tension theory values velocity vertical vessel vortex wave force wave height wind
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1990 |
| Export Citation | BiBTeX EndNote RefMan |