Sentence examples for beam is formulated using from inspiring English sources

5 and 19 and taking partial derivatives of E k and E s with respect to q ij and q ij, neglecting the higher order non-linear terms, the equation of motion for the tapered beam is formulated using the Lagrange's method.

The governing equations of a partially treated multi-layered MR beam are formulated using finite element method and Ritz formulation.

To take into account the shear deformation and rotary inertia, the model is formulated using Timoshenko beam theory.

The analytical sensitivity of the eigenvalues, with respect to the fibre volume fractions, is formulated using the Euler Bernoulli beam theory.

A layered line element for the flexural analysis of reinforced concrete beam columns under cyclic loading is formulated using mixed approach that satisfies both equilibrium and compatibility conditions.

The problem is formulated using dynamic programming.

The equilibrium equations of a straight beam element are formulated using an updated Lagrangian (UL) incremental description.

A typical segment is then replaced by an equivalent shear flexure torsion coupled beam whose governing differential equations are formulated using a continuum approach and posed in the form of a dynamic member stiffness matrix.

These equations are formulated using the least action principle.

Stochastic models are formulated using stochastic processes.

Outcome models were formulated using logistic regression.