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In this analysis, one-dimensional beam elements are employed irrespective of whether the cross-sections of members are slender or non-slender.
A nonlinear dynamic finite element technique is developed to analyze the elastoplastic dynamic response of single-layer reticulated shells under strong earthquake excitation, in which the nonlinear three-dimensional beam elements are employed.
A nonlinear dynamic finite element technique is developed to analyze the elastoplastic dynamic response of frame structures under strong earthquake excitation, in which the nonlinear three-dimensional beam elements are employed.
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A total Lagrangian formulation of the linear beam element is employed for large displacement and large rotation analysis.
The dynamic-stiffness matrix of a Timoshenko-beam element is employed to study the dynamic responses for the whole frequency range.
The mixed three-node beam finite elements are employed to model the longitudinal and lateral deformation of rods.
To solve the dynamic problems, three different types of finite beam elements, namely, linear, quadratic and cubic elements are employed with the scope to discretize the equations of motion.
Finite element shape functions of a beam element in a three-dimensional space and finite element shape functions for solid elements are employed for deriving the coupling terms between the rigid-body d.o.f. and the physical d.o.f.o.f
But those elements are employed with consummate dexterity.
An optimization technique based on a finite element model for cracked structural elements is employed in the estimation of crack parameters for beam, truss and two-dimensional frame structures.
For the nucleus pulposus, near incompressible tetrahedral elements were employed.
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