. "FEM soil - structure interaction element and EC standards" . "1"^^ . "[69A1B288236A]" . "420"^^ . "3-937523-03-0" . "1"^^ . "\u010Cajka, Radim" . . "FEM soil - structure interaction element and EC standards" . "Stress strain analysis of plate foundation structures in interaction with subsoil. Contact FEM element is based on non-linear modified model of 3D elastic halfspace in accordance with European and Czech standard. The arbitrary shape and general course of loaded area in nodal points is allowed by using of 4- and 8- node isoparametric elements, numerical integration and Jacobean transformation. Results of numerical examples are compared with linear space solution by means of 3D FEM elements in commercial software.The flood soil - structure interaction influences not only settlement and stress of foundation, but also the others bearing elements of building structures. The objective of this paper is also the results of improving and developing the numerical methods of soil - structure analysis based on finite element method (FEM)." . "Prvek MPK pro interakci z\u00E1kladu s podlo\u017E\u00EDm a normy EN"@cs . . "Stuttgart" . "soil - structure interaction; finite element methods; flooded territory; changes in subsoil of structures; repair and renewal; soil stabilization"@en . . "RIV/61989100:27120/06:00013993" . . "24-34" . "P(1F55A/012/120), P(GD103/05/H036)" . . . "24th CADFEM Users' Meeting 2006 - International Congress on FEM Technology with 2006 German ANSYS Conference." . . "475696" . "27120" . "FEM soil - structure interaction element and EC standards"@en . . "FEM soil - structure interaction element and EC standards"@en . . . "Stress strain analysis of plate foundation structures in interaction with subsoil. Contact FEM element is based on non-linear modified model of 3D elastic halfspace in accordance with European and Czech standard. The arbitrary shape and general course of loaded area in nodal points is allowed by using of 4- and 8- node isoparametric elements, numerical integration and Jacobean transformation. Results of numerical examples are compared with linear space solution by means of 3D FEM elements in commercial software.The flood soil - structure interaction influences not only settlement and stress of foundation, but also the others bearing elements of building structures. The objective of this paper is also the results of improving and developing the numerical methods of soil - structure analysis based on finite element method (FEM)."@en . . . "Adolf Kr\u00F6ner Verlag" . . . . "\u0158e\u0161en\u00ED nap\u011Bt\u00ED a p\u0159etvo\u0159en\u00ED deskov\u00FDch z\u00E1kladov\u00FDch konstrukc\u00ED v interakci s podlo\u017E\u00EDm. Kontaktn\u00ED prvek MKP je zalo\u017Een na neline\u00E1rn\u00EDm trojrozm\u011Brn\u00E9m modelu pru\u017En\u00E9ho poloprostoru v souladu s normami EN a \u010CSN. Libovoln\u00FD tvar a obecn\u00FD pr\u016Fb\u011Bh zat\u00ED\u017Eovac\u00ED oblasti v uzlov\u00FDch bodech je umo\u017En\u011Bn pou\u017Eit\u00EDm 4- a 8-mi uzlov\u00FDch isoparametrick\u00FDch prvk\u016F, numerick\u00E9 integrace a Jakobi\u00E1nu transformace. V\u00FDsledky numerick\u00FDch p\u0159\u00EDklad\u016F jsou porovn\u00E1ny s line\u00E1rn\u00EDm prostorov\u00FDm \u0159e\u0161en\u00EDm pomoc\u00ED 3D prvk\u016F MKP pomoc\u00ED komer\u010Dn\u00EDho programu. Interakce zaplaven\u00E9ho podlo\u017E\u00ED se konstrukc\u00ED neovliv\u0148uje pouze sed\u00E1n\u00ED a nap\u011Bt\u00ED pod z\u00E1kladem, ale rovn\u011B\u017E ostatn\u00ED nosn\u00E9 prvky stavebn\u00ED konstrukce. P\u0159edm\u011Btem \u010Dl\u00E1nku jsou v\u00FDsledky \u0159e\u0161en\u00ED vylep\u0161en\u00FDch a vyvinut\u00FDch numerick\u00FDch metod pro anal\u00FDzu interakce podlo\u017E\u00ED s nosnosu konstrukc\u00ED pomoc\u00ED MKP."@cs . "Prvek MPK pro interakci z\u00E1kladu s podlo\u017E\u00EDm a normy EN"@cs . . . "RIV/61989100:27120/06:00013993!RIV07-MD0-27120___" . .