Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 340
... approach adopted for predicting the reliability of pipeline systems and components , see for example References [ 1-3,7-12 ] . However , this approach , if used in isolation , has a number of limitations . The most important of these is ...
... approach adopted for predicting the reliability of pipeline systems and components , see for example References [ 1-3,7-12 ] . However , this approach , if used in isolation , has a number of limitations . The most important of these is ...
Page 364
... Approach , Survival - Set Approach [ Bennett 1986 ] and Plasticity - Based Approach [ Ditlevsen and Bjerager 1984 ] , of which the failure path approach is most popular . In this approach , since the less important paths are neglected ...
... Approach , Survival - Set Approach [ Bennett 1986 ] and Plasticity - Based Approach [ Ditlevsen and Bjerager 1984 ] , of which the failure path approach is most popular . In this approach , since the less important paths are neglected ...
Page 560
... approach to model random seas , three- dimensional and contour plots for different sea states are virtually ident- ical over calculation grids which are scaled according to the fundamental wavelength . Using the low speed ring wave approach ...
... approach to model random seas , three- dimensional and contour plots for different sea states are virtually ident- ical over calculation grids which are scaled according to the fundamental wavelength . Using the low speed ring wave approach ...
Contents
HYDRODYNAMIC FORCES | 1 |
WaveCurrent Force on Horizontal Cylinder | 7 |
Tensions on Silt Curtains in Currents and Waves | 13 |
Copyright | |
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added mass amplitude analysis applied approach approximation assumed body boundary calculated circular compared components computed considered correlation corresponding cylinder damping defined depends depth described determined direction distribution drag coefficient drift force effect elements Engineering equation estimate experimental experiments expressed extreme factor failure Figure flow fluid free surface frequency function given horizontal hydrodynamic important included increase indicate integral length lift lift force linear load maximum mean measured Mechanics method mode motion nonlinear normal obtained Offshore oscillation parameters period pipeline potential predicted present pressure probability problem random range ratio REFERENCES relative reliability represented respectively response second order separation shear ship shown shows simulation solution spectrum structure surface Table term theory transverse uncertainty variables varying velocity vertical vortex wave force wave height