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 368
... assumed when the axial stress in a member reaches the yield stress . The same strength for compression and tension is assumed . Table 2 shows all potential failure modes of the truss example . As seen in the table , failure modes are ...
... assumed when the axial stress in a member reaches the yield stress . The same strength for compression and tension is assumed . Table 2 shows all potential failure modes of the truss example . As seen in the table , failure modes are ...
Page 369
... assumed to be log - normal . It is further assumed that the three catagories of loading , static , quasi - static and dynamic , give the same type of load effects . Mean biases and coefficients of variation of the strength modelling ...
... assumed to be log - normal . It is further assumed that the three catagories of loading , static , quasi - static and dynamic , give the same type of load effects . Mean biases and coefficients of variation of the strength modelling ...
Page 435
... assumed large . Viscous forces are neglected , and the fluid is assumed irrotational and incompressible . Potential the- ory can then be applied , with the velocity potential satisfying Laplace's equation . It is assumed that the ...
... assumed large . Viscous forces are neglected , and the fluid is assumed irrotational and incompressible . Potential the- ory can then be applied , with the velocity potential satisfying Laplace's equation . It is assumed that the ...
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