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For consideration of the agitator moving, the so-called moving reference frame model was applied.
A moving reference frame model was used for rotation in a steady state, pressure based, coupled solver.
Therefore, at IKT a generic frame model was developed which allows creating a metamethodology of product development on basis of philosophies describing technique.
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The tectonic frame model is the foundation of single sand body modelling.
A generic nonlinear compound frame model is developed and applied for investigation of arching action in reinforced concrete beams.
In the proposed approach, a multistory frame model is reduced to an equivalent shear-building one by performing a static pushover analysis.
For the analysis of the walls, which consist of vertical piers connected by horizontal masonry spandrels, an equivalent frame model is adopted.
Then, in order to directly check the wind load combination effects, peak normal stresses in columns of a simple frame model were examined.
Pushover analysis results compare favourably with computationally expensive 2D nonlinear heterogeneous FE analyses, but also confirm that the ultimate lateral resistance of masonry walls is very sensitive to the assumed spandrel strength if an equivalent frame model is used.
The response of the frame models was measured in terms of the peak and residual (permanent) drift demands at the end of the earthquake's excitation.
The iso-frame model was used to predict the bulk moduli in dry and saturated conditions from the compressional modulus of water-saturated rocks.
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