"Sborn\u00EDk v\u011Bdeck\u00FDch prac\u00ED V\u0160B-TUO, \u0159ada stavebn\u00ED" . "CZ - \u010Cesk\u00E1 republika" . . "Mynarzov\u00E1, Lucie" . "Numerical Modeling in Analysis of Masonry Structure on Undermined Area"@en . "Prestressed masonry, Rehabilitation of Structures, Undermined Area, Numerical Modeling, FEM"@en . . . "Vyu\u017Eit\u00ED numerick\u00E9ho modelov\u00E1n\u00ED p\u0159i anal\u00FDze zd\u011Bn\u00E9 konstrukce na poddolovan\u00E9m \u00FAzem\u00ED" . "Numerical Modeling in Analysis of Masonry Structure on Undermined Area"@en . . "1213-1962" . . . . "Vyu\u017Eit\u00ED numerick\u00E9ho modelov\u00E1n\u00ED p\u0159i anal\u00FDze zd\u011Bn\u00E9 konstrukce na poddolovan\u00E9m \u00FAzem\u00ED"@cs . "[C07FC305C04A]" . "Vyu\u017Eit\u00ED numerick\u00E9ho modelov\u00E1n\u00ED p\u0159i anal\u00FDze zd\u011Bn\u00E9 konstrukce na poddolovan\u00E9m \u00FAzem\u00ED" . "\u010Cajka, Radim" . . "IX" . "6"^^ . "P(1M0579)" . . "2"^^ . "Prestressing of damaged masonry structures belongs to the most effective ways of reconstruction of buildings on undermined area. Numerical modelling could be used with advantage for design of prestresing tendons as it is shown in this paper. Considering heterogenity and orthotropy of masonry, its modelling is not defined sufficiently. After all, some methods for homogenized properties of masonry could be already applied."@en . "RIV/61989100:27120/09:86080638!RIV12-MSM-27120___" . "2"^^ . "27120" . . "Vyu\u017Eit\u00ED numerick\u00E9ho modelov\u00E1n\u00ED p\u0159i anal\u00FDze zd\u011Bn\u00E9 konstrukce na poddolovan\u00E9m \u00FAzem\u00ED"@cs . . "RIV/61989100:27120/09:86080638" . . "P\u0159edp\u00EDn\u00E1n\u00ED po\u0161kozen\u00FDch zd\u011Bn\u00FDch konstrukc\u00ED pat\u0159\u00ED k nej\u00FA\u010Dinn\u011Bj\u0161\u00EDm metod\u00E1m sanace objekt\u016F na poddolovan\u00E9m \u00FAzem\u00ED. P\u0159i n\u00E1vrhu p\u0159edp\u00EDnac\u00EDch lan lze s v\u00FDhodou vyu\u017E\u00EDt numerick\u00FDch model\u016F, jak je uk\u00E1z\u00E1no v tomto p\u0159\u00EDsp\u011Bvku. Modelov\u00E1n\u00ED zdiva nen\u00ED zat\u00EDm s ohledem na jeho heterogenitu a ortotropii dostate\u010Dn\u011B p\u0159esn\u011B pops\u00E1no a definov\u00E1no, p\u0159esto ji\u017E lze aplikovat n\u011Bkter\u00E9 postupy pro tvorbu homogenizovan\u00FDch vlastnost\u00ED."@cs . . "1" . . . . "350921" . "P\u0159edp\u00EDn\u00E1n\u00ED po\u0161kozen\u00FDch zd\u011Bn\u00FDch konstrukc\u00ED pat\u0159\u00ED k nej\u00FA\u010Dinn\u011Bj\u0161\u00EDm metod\u00E1m sanace objekt\u016F na poddolovan\u00E9m \u00FAzem\u00ED. P\u0159i n\u00E1vrhu p\u0159edp\u00EDnac\u00EDch lan lze s v\u00FDhodou vyu\u017E\u00EDt numerick\u00FDch model\u016F, jak je uk\u00E1z\u00E1no v tomto p\u0159\u00EDsp\u011Bvku. Modelov\u00E1n\u00ED zdiva nen\u00ED zat\u00EDm s ohledem na jeho heterogenitu a ortotropii dostate\u010Dn\u011B p\u0159esn\u011B pops\u00E1no a definov\u00E1no, p\u0159esto ji\u017E lze aplikovat n\u011Bkter\u00E9 postupy pro tvorbu homogenizovan\u00FDch vlastnost\u00ED." . . .