TY - GEN A1 - Aliawdin, Piotr A1 - Urbańska, Krystyna A2 - Kuczma, Mieczysław - red. PB - Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego N2 - The paper proposes a modeling of the load carrying capacity of steel-concrete composite structures with slip. An analytical approach to the load carrying capacity calculation of multilayered composite elements and structures with slip is presented. N2 - The interaction of layers of composite beams and bars on the example of two- and three-layers, including thin-wall ones, was analyzed. The results are compared with numerical calculations using a program based on the finite element method. Then the problem of the limit analysis for the spatial skeleton structures is formulated as an optimization problem. L1 - http://www.zbc.uz.zgora.pl/Content/47231/CEER7-02_P.Aliawdin-K.Urba%C5%84ska.pdf L2 - http://www.zbc.uz.zgora.pl/Content/47231 KW - konstrukcje szkieletowe KW - konstrukcje zespolone stalowo-betonowe KW - nośność graniczna KW - metoda elementów skończonych KW - optymalizacja KW - limit analysis KW - steel-concrete composite structures KW - beams and bars KW - slip KW - FEM KW - optimization T1 - Limit analysis of steel-concrete composite structures with slip = Nośność graniczna zespolonych stalowo-betonowych konstrukcji z poślizgiem UR - http://www.zbc.uz.zgora.pl/dlibra/docmetadata?id=47231 ER -