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 175
Stress - Strain Relationship Ramberg - Osgood Parameters Carbon Steel A106 - Grade B 10000 0.1 1 100 10 True Plastic Strain ( % x 1,000 ) Figure 1. Stress - Strain Variability For Carebon Steel Tubular Structures Instability Load ...
Stress - Strain Relationship Ramberg - Osgood Parameters Carbon Steel A106 - Grade B 10000 0.1 1 100 10 True Plastic Strain ( % x 1,000 ) Figure 1. Stress - Strain Variability For Carebon Steel Tubular Structures Instability Load ...
Page 259
... to a in n stress cycles R fuzzy relation matrix U factor set U ; grade set of ith factor object set 40 practical fatigue stress range 10 c estimated fatigue stress range denoting a fuzzy event or a variable denoting median value of ...
... to a in n stress cycles R fuzzy relation matrix U factor set U ; grade set of ith factor object set 40 practical fatigue stress range 10 c estimated fatigue stress range denoting a fuzzy event or a variable denoting median value of ...
Page 263
A factor may be divided into certain grades according to its ... Because of the fuzziness of factors and its grades , it is diffcult to express a factor in a definitive grade . So it is rational to use a fuzzy subset to describe the ...
A factor may be divided into certain grades according to its ... Because of the fuzziness of factors and its grades , it is diffcult to express a factor in a definitive grade . So it is rational to use a fuzzy subset to describe the ...
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Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
30 other sections not shown
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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 |