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A simple example of a frame model is presented to shows how to examine the computational details of the element stiffness matrix, using the educational function.
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.
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 tectonic frame model is the foundation of single sand body modelling.
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Therefore, at IKT a generic frame model was developed which allows creating a metamethodology of product development on basis of philosophies describing technique.
Then, in order to directly check the wind load combination effects, peak normal stresses in columns of a simple frame model were examined.
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.
The approach to modelling diaphragm flexibility in equivalent frame models is also discussed.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com