engleski

Seismic analysis of composite concrete-steel-masonry structures

This paper firstly briefly describes previously developed numerical models of authors for both static and dynamic analysis of planar structures made of concrete, steel and masonry. The model can simulate the main nonlinearity of such individual and composite structures. The model is quite simple and based on a small number of material parameters. After that, some composite concrete-steel-masonry structures were analyzed using the presented numerical model. It was concluded that the model can be useful in practical applications. However, future verifications of the presented numerical model are desirable.

numerical model; concrete-steel-masonry composite structures; static and dynamic analysis

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