@misc{Alawdin_Piotr_Shakedown,
 author={Alawdin, Piotr and Bulanov, George},
 howpublished={online},
 publisher={Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego},
 language={eng},
 abstract={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.},
 abstract={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.},
 type={artykuł},
 title={Shakedown analysis of "soil-pile foundation-frame" system under seismic action = Przystosowanie układu "podłoże gruntowe pale-rama"? przy oddziaływaniach sejsmicznych},
 keywords={seismic action, soil-structure interaction, frames, pile foundation, elastic-plastic elements, brittle elements, oddziaływanie sejsmiczne, podłoże odkształcalne, fundamenty, elementy sprężysto-plastyczne, elementy kruche},
}