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FAST-BD53Acad. year: 2009/2010
The modelling of the cable-stayed bridge-type structures. The principles of the static solution of the basic load carrying members. The application of the force method, stiffening girder as a continuous beam on the elastic supports. Cable suspended roof-type and bridge-type systems. The analysis model, static solution by the force method.The membrane textile structures, analysis based upon the shell theory.The modelling of the foundation structures. The reduction of the model dimension, the purpose and the consequences, the reduction of the computed domain. The material constants in the soil mechanics – the constitutive laws. The application of the finite element method on the problems connected with the interaction of the structure and the underlying soil. Interaction of the structure and the soil massive, interaction of the structure with the neighbouring structures. Distribution of the waves in the soil massive.Practical experiences in the modelling of the structures. Modelling of the stiffeners, column supports, boundary effects at plate models. Singularities in the computation models and their suppression. The effect of the mesh density. The selection of the element. The effect of the dimension. Inclusion of the boundary conditions. The modelling of the bridge-type box girders with long crossbeams – spatial vs. bar models.Boundary element method (BEM). The principle of the method, advantages and disadvantages of the BEM. The applications of the BEM on the selected elasticity problems.
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branch K , 4. year of study, summer semester, elective
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