TY - GEN A1 - Alawdin, Piotr A1 - Bulanov, George A2 - Kuczyński, Tadeusz - red. PB - Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego N2 - In this article, the seismic shakedown FEM analysis of reinforced concrete and composite spatial frame structures on the deformable foundation, taking into account the elastic-plastic and brittle behavior of structures elements, is presented. A foundation consists of group of the piles in the soil. The behavior of soil is described here using and the elastic half-space theory. N2 - The pile deformation model is assumed to be elastic-perfectly plastic, where the bearing capacity is determined by the results of testing the soils or the piles themselves. An example of seismic shakedown limit analysis is presented. L1 - http://www.zbc.uz.zgora.pl/Content/63716/9_alawdin_shakedown.pdf L2 - http://www.zbc.uz.zgora.pl/Content/63716 KW - seismic action KW - soil-structure interaction KW - frames KW - pile foundation KW - elastic-plastic elements KW - brittle elements KW - oddziaływanie sejsmiczne KW - podłoże odkształcalne KW - fundamenty KW - elementy sprężysto-plastyczne KW - elementy kruche T1 - Shakedown analysis of "soil-pile foundation-frame" system under seismic action = Przystosowanie układu "podłoże gruntowe pale-rama"? przy oddziaływaniach sejsmicznych UR - http://www.zbc.uz.zgora.pl/dlibra/docmetadata?id=63716 ER -