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 69
The failure probability of the second tether in 41 years is calculated as 2.30 · 10- :; while that in 40 years is 1.68 ... As fatigue failure events are correlated , the conditional failure probability should be calculated as For the ...
The failure probability of the second tether in 41 years is calculated as 2.30 · 10- :; while that in 40 years is 1.68 ... As fatigue failure events are correlated , the conditional failure probability should be calculated as For the ...
Page 69
... of a midpoint component in 41 years can thus be defined as FAILURE OF ONE TENSION LEG 37 m Mu = $ 157 ( a ) yma ! " Denoting F , the ith tether failure in a tension leg with n tethers , the failure probability of the tension leg ...
... of a midpoint component in 41 years can thus be defined as FAILURE OF ONE TENSION LEG 37 m Mu = $ 157 ( a ) yma ! " Denoting F , the ith tether failure in a tension leg with n tethers , the failure probability of the tension leg ...
Page 251
Although the failure definition can vary , most structural S - N data imply development of a significant fatigue crack . It is assumed herein that the probability of detection of a failure is 1.0 . It is also assumed that the ...
Although the failure definition can vary , most structural S - N data imply development of a significant fatigue crack . It is assumed herein that the probability of detection of a failure is 1.0 . It is also assumed that 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 | |
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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 |