"P(FR-TI2/746)" . . . . . "1"^^ . . . . . "Zv\u00FD\u0161en\u00ED spolehlivosti stavebn\u00EDch konstrukc\u00ED, ekonomi\u010Dt\u011Bj\u0161\u00ED n\u00E1vrh zalo\u017Een\u00ED konstrukc\u00ED na poddolovan\u00E9m \u00FAzem\u00ED" . "1"^^ . . "prof. Ing. Radim \u010Cajka, CSc., radim.cajka@arming.cz, Ocel\u00E1\u0159sk\u00E1 6, Ostrava- V\u00EDtkovice, 703 00" . "\u010Cajka, Radim" . "Program CX je d\u00EDl\u010D\u00EDm v\u00FDsledkem projektu, jeho\u017E c\u00EDlem bylo odvozen\u00ED v\u00FDpo\u010Dtov\u00FDch algoritm\u016F a vytvo\u0159en\u00ED autorizovan\u00E9ho softwaru pro v\u00FDpo\u010Det napjatosti z\u00E1kladov\u00FDch konstrukc\u00ED zat\u00ED\u017Een\u00FDch deforma\u010Dn\u00EDm zat\u00ED\u017Een\u00EDm. Sou\u010D\u00E1st\u00ED \u0159e\u0161en\u00ED je v\u00FDpo\u010Det parametr\u016F t\u0159en\u00ED mezi z\u00E1kladem a podlo\u017E\u00EDm pro mo\u017Enost jejich zad\u00E1n\u00ED do jin\u00FDch v\u00FDpo\u010Detn\u00EDch syst\u00E9m\u016F, mo\u017Enost posouzen\u00ED z\u00E1klad\u016F na \u00FA\u010Dinky pom\u011Brn\u00E9ho p\u0159etvo\u0159en\u00ED od poddolov\u00E1n\u00ED, teploty, dotvarov\u00E1n\u00ED \u010Di smr\u0161\u0165ov\u00E1n\u00ED. Algoritmy jsou odvozeny v souladu s deforma\u010Dn\u00ED variantou MKP, je \u0159e\u0161en 1D (prutov\u00FD) prvek. Na z\u00E1klad\u011B proveden\u00FDch zkou\u0161ek bude do v\u00FDpo\u010Dtu zahrnut i vliv tzv. kluzn\u00FDch sp\u00E1r na sn\u00ED\u017Een\u00ED napjatosti." . "Software CX pro v\u00FDpo\u010Det napjatosti z\u00E1kladov\u00FDch konstrukc\u00ED zat\u00ED\u017Een\u00FDch deforma\u010Dn\u00EDm zat\u00ED\u017Een\u00EDm."@cs . "Software CX for stress-strain analysis of foundation structures exposed to deformational load"@en . . "Software CX is partial output of the project which aim was to derive computational procedure and program authorised software for stress-strain analysis of foundational structures exposed to deformational load. Analysis comprises determination of parameter of shrinkage between foundation and subsoil, which could be the input to another software and assessment of foundation structure exposed to strain load owing to undermining, temperature, creep and shrinkage. Computational procedure is derived using deformation version FEM for 1D element. On the basis of experiments the software will be implemented with possibility to assess the foundation structure with slide joint which influence decrease of stress in the foundation structure."@en . "288255" . . "Software CX pro v\u00FDpo\u010Det napjatosti z\u00E1kladov\u00FDch konstrukc\u00ED zat\u00ED\u017Een\u00FDch deforma\u010Dn\u00EDm zat\u00ED\u017Een\u00EDm." . "Software CX pro v\u00FDpo\u010Det napjatosti z\u00E1kladov\u00FDch konstrukc\u00ED zat\u00ED\u017Een\u00FDch deforma\u010Dn\u00EDm zat\u00ED\u017Een\u00EDm."@cs . "deformational load, slide joint, FEM, shrinkage parameter, foundational structure"@en . "RIV/62304178:_____/10:#0000059!RIV14-MPO-62304178" . . . "Software CX for stress-strain analysis of foundation structures exposed to deformational load"@en . . "Software CX pro v\u00FDpo\u010Det napjatosti z\u00E1kladov\u00FDch konstrukc\u00ED zat\u00ED\u017Een\u00FDch deforma\u010Dn\u00EDm zat\u00ED\u017Een\u00EDm." . "AR-SW-2010-01" . . . "[2A1CE6CBC907]" . . "RIV/62304178:_____/10:#0000059" . . . "Program CX je d\u00EDl\u010D\u00EDm v\u00FDsledkem projektu, jeho\u017E c\u00EDlem bylo odvozen\u00ED v\u00FDpo\u010Dtov\u00FDch algoritm\u016F a vytvo\u0159en\u00ED autorizovan\u00E9ho softwaru pro v\u00FDpo\u010Det napjatosti z\u00E1kladov\u00FDch konstrukc\u00ED zat\u00ED\u017Een\u00FDch deforma\u010Dn\u00EDm zat\u00ED\u017Een\u00EDm. Sou\u010D\u00E1st\u00ED \u0159e\u0161en\u00ED je v\u00FDpo\u010Det parametr\u016F t\u0159en\u00ED mezi z\u00E1kladem a podlo\u017E\u00EDm pro mo\u017Enost jejich zad\u00E1n\u00ED do jin\u00FDch v\u00FDpo\u010Detn\u00EDch syst\u00E9m\u016F, mo\u017Enost posouzen\u00ED z\u00E1klad\u016F na \u00FA\u010Dinky pom\u011Brn\u00E9ho p\u0159etvo\u0159en\u00ED od poddolov\u00E1n\u00ED, teploty, dotvarov\u00E1n\u00ED \u010Di smr\u0161\u0165ov\u00E1n\u00ED. Algoritmy jsou odvozeny v souladu s deforma\u010Dn\u00ED variantou MKP, je \u0159e\u0161en 1D (prutov\u00FD) prvek. Na z\u00E1klad\u011B proveden\u00FDch zkou\u0161ek bude do v\u00FDpo\u010Dtu zahrnut i vliv tzv. kluzn\u00FDch sp\u00E1r na sn\u00ED\u017Een\u00ED napjatosti."@cs . .