Three-dimensional frame structures subjected to cyclic loading
Prostorne ramovske konstrukcije pri cikličnom opterećenju
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In this paper, three dimensional frame structures, subjected to cyclic loading are analyzed. In numerical examples, rectangular and I cross section shapes are used for elements of structures subjected to various loading cases. For definition of material behavior, elastoplastic model of material, based on the Preisach model of hysteresis is used. Some aspects of convergence, as well as numerical performance of this analysis are shown.
Source:Zbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017, 2017, 33, 369-376
- Zbornik radova Građevinskog fakulteta