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 365
... load increments , and may be expressed as a stress in some cases or even as a more complex expression , such as ... load . The resistance coefficient Ck ( 1 ) corresponding to resistance Rk for 1 th loading is : and ( 1 ) ' , k = 1 , 2 ...
... load increments , and may be expressed as a stress in some cases or even as a more complex expression , such as ... load . The resistance coefficient Ck ( 1 ) corresponding to resistance Rk for 1 th loading is : and ( 1 ) ' , k = 1 , 2 ...
Page 647
... load and force acting on spring - 1 for ( K - 0.1 , M - 10 ) Fig.9 Impact load and force acting on spring - 1 for ( K - 0.1 , M - 0.1 ) as function of nondimensionalized time . as function of nondimensionalized time . 1 Stiffness Ratio ...
... load and force acting on spring - 1 for ( K - 0.1 , M - 10 ) Fig.9 Impact load and force acting on spring - 1 for ( K - 0.1 , M - 0.1 ) as function of nondimensionalized time . as function of nondimensionalized time . 1 Stiffness Ratio ...
Page 671
... loads , see Table 3. It can be seen table that an increase in the axial load level decreases the ultimate moment capacity . From Fig . 1 it can be seen that the pre - collapse stiffness decreases with an increase in the axial load . It ...
... loads , see Table 3. It can be seen table that an increase in the axial load level decreases the ultimate moment capacity . From Fig . 1 it can be seen that the pre - collapse stiffness decreases with an increase in the axial load . It ...
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