Three-dimensional frame structures subjected to cyclic loading
Prostorne ramovske konstrukcije pri cikličnom opterećenju
Апстракт
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.
Извор:
Zbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017, 2017, 33, 369-376Напомена:
- Zbornik radova Građevinskog fakulteta
Колекције
Институција/група
GraFarTY - CONF AU - Perović, Zoran AU - Šumarac, Dragoslav PY - 2017 UR - https://grafar.grf.bg.ac.rs/handle/123456789/1529 AB - 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. C3 - Zbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017 T1 - Three-dimensional frame structures subjected to cyclic loading T1 - Prostorne ramovske konstrukcije pri cikličnom opterećenju EP - 376 SP - 369 VL - 33 DO - 10.14415/konferencijaGFS2017.038 ER -
@conference{ author = "Perović, Zoran and Šumarac, Dragoslav", year = "2017", abstract = "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.", journal = "Zbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017", title = "Three-dimensional frame structures subjected to cyclic loading, Prostorne ramovske konstrukcije pri cikličnom opterećenju", pages = "376-369", volume = "33", doi = "10.14415/konferencijaGFS2017.038" }
Perović, Z.,& Šumarac, D.. (2017). Three-dimensional frame structures subjected to cyclic loading. in Zbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017, 33, 369-376. https://doi.org/10.14415/konferencijaGFS2017.038
Perović Z, Šumarac D. Three-dimensional frame structures subjected to cyclic loading. in Zbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017. 2017;33:369-376. doi:10.14415/konferencijaGFS2017.038 .
Perović, Zoran, Šumarac, Dragoslav, "Three-dimensional frame structures subjected to cyclic loading" in Zbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017, 33 (2017):369-376, https://doi.org/10.14415/konferencijaGFS2017.038 . .