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 65
Different failure modes of the structure are classified . An example TLP located in the northern North Sea is analyzed . For the example , the dominant failure mode of the weakest component ( joint ) in the design lifetime is fatigue ...
Different failure modes of the structure are classified . An example TLP located in the northern North Sea is analyzed . For the example , the dominant failure mode of the weakest component ( joint ) in the design lifetime is fatigue ...
Page 186
1,5.10-2 VII References 3,6 3,76 a ( mm ) Normal no ( mode 1 ) Р Normal n ( mode 2 ) Normal C : related to n by ... Figures 7 to 9 show the evolution of the reliability indices for both failure modes as functions of the number of cycles ...
1,5.10-2 VII References 3,6 3,76 a ( mm ) Normal no ( mode 1 ) Р Normal n ( mode 2 ) Normal C : related to n by ... Figures 7 to 9 show the evolution of the reliability indices for both failure modes as functions of the number of cycles ...
Page 188
Figure - 6 : Deterministic curves seperating the two modes of failure mode 1 : 2ant = 2 / 5 / mode 2 105 20R e 106 107 Number of cycles Figure - 8 : Reliability index as function of the mode of cracking and the number of cycles to ...
Figure - 6 : Deterministic curves seperating the two modes of failure mode 1 : 2ant = 2 / 5 / mode 2 105 20R e 106 107 Number of cycles Figure - 8 : Reliability index as function of the mode of cracking and the number of cycles to ...
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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 |