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 210
Although the expression ( 24 ) looks complicated , it in fact comprises three components , namely the forced wave component , the free wave component and the local disturbance component etc. CONCLUSIONS е . The free wave component is ...
Although the expression ( 24 ) looks complicated , it in fact comprises three components , namely the forced wave component , the free wave component and the local disturbance component etc. CONCLUSIONS е . The free wave component is ...
Page 67
The failure probability of a tether system with k components can thus be calculated by example , we assume that the bending stress ... Figure 3 shows the component reliability index as a function of the nondimensional tether length 8 .
The failure probability of a tether system with k components can thus be calculated by example , we assume that the bending stress ... Figure 3 shows the component reliability index as a function of the nondimensional tether length 8 .
Page 118
It is well recognised that the post - ultimate behaviour of any failed component can greatly influence the load redistribution of surving components and the structural stiffness . It also affects the residual strength of a structural ...
It is well recognised that the post - ultimate behaviour of any failed component can greatly influence the load redistribution of surving components and the structural stiffness . It also affects the residual strength of a structural ...
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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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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 |