@misc{Aliawdin_Piotr_Limit, author={Aliawdin, Piotr and Urbańska, Krystyna}, howpublished={online}, publisher={Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego}, language={eng}, abstract={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.}, abstract={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.}, type={artykuł}, title={Limit analysis of steel-concrete composite structures with slip = Nośność graniczna zespolonych stalowo-betonowych konstrukcji z poślizgiem}, keywords={konstrukcje szkieletowe, konstrukcje zespolone stalowo-betonowe, nośność graniczna, metoda elementów skończonych, optymalizacja, limit analysis, steel-concrete composite structures, beams and bars, slip, FEM, optimization}, }