Sentence examples for frame model and from inspiring English sources

In this paper, we propose a hybrid variational model which takes advantages of the wavelet tight frame model and the total variation model for image restoration.

The one-dimensional model of a nonlinear multilayered soil profile is assembled with a multi-story multi-span frame model and the dynamic equilibrium problem is solved directly.

The merits of a frame model and a truss model were investigated in predicting the ultimate tensile strength of the tested connections.

The method combines a dynamic condensation of a linear-elastic frame with the inelastic-push over curve for a detailed elastic plastic frame model and a novel bi-axial hysteretic model for the net inter-story inelastic behavior.

Figures 14a and 14b show the variation of I c and the corresponding displacement ratios for three different column removal sequences (paths A C) for the single-story building for both the bare frame model and the full model with slabs.

When the difference in loads between 2D (bare frame model) and 3D (stressed skin model) were considered, it was shown that the joint flexibility of the frame has a significant effect on the load transfer between frames through the roof sheeting.

Dynamic analyses are performed using these frame models and a suite of ground motions; analysis results are used to develop fragility curves.

Bare frame models and fully infilled models are practically not preferred, but the remaining models where OGS is modified by three techniques show very good displacement control, and the displacement control capacities of all the techniques are also almost the same.

Macro-element (or equivalent frame) modelling and non-linear finite element modelling approaches have important differences, particularly in the way interactions between out-of-plane actions and in-plane shear response can be modelled, and in the way they can represent flexible diaphragms.

Thus, based on a simple design approach, this paper proposes a new sub-frame model and isolated member model to ascertain the fire resistance of beams and columns subjected to compartment fires.

For this reason, in order to eliminate the influence of facial muscle movement on thermal distribution in the face, a test face and a neutral-expression face in a computer are re-formed to front-view neutral-expression faces with the use of a wire-frame model and texture mapping.