Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 1036
... element degrees of freedom . αι ( 27 ) In order to construct the overall discrete system , discrete transition conditions which define the compatibility of deforma- tion and equilibrium of internal and external forces at the inter- element ...
... element degrees of freedom . αι ( 27 ) In order to construct the overall discrete system , discrete transition conditions which define the compatibility of deforma- tion and equilibrium of internal and external forces at the inter- element ...
Page 1040
... element - basis integral quantity and adopting the weak formula- tion which leads to inexact equilibriums of inter - element bound- ary forces and natural boundary conditions . Stationary prin- ciple or minimization of total potential ...
... element - basis integral quantity and adopting the weak formula- tion which leads to inexact equilibriums of inter - element bound- ary forces and natural boundary conditions . Stationary prin- ciple or minimization of total potential ...
Page 1042
... element boundary of two adjacent elements i and i + 1 . The discrete kinematic transition conditions are wN . = wit1 ... element boundary . Let Pi , i + 1 and Mi , i + 1 denote the transverse force and moment , respectively , applied on ...
... element boundary of two adjacent elements i and i + 1 . The discrete kinematic transition conditions are wN . = wit1 ... element boundary . Let Pi , i + 1 and Mi , i + 1 denote the transverse force and moment , respectively , applied on ...
Contents
OMAE2000OSU OFT3007 | 878 |
I | 879 |
OMAE2000OSU OFT4061 147 | 894 |
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