"PhD Workshop" . . . . . "102560" . "1"^^ . "\u0158e\u0161en\u00ED podporov\u00FDch oblast\u00ED deskov\u00FDch most\u016F"@cs . "1"^^ . "plate bridge; support area"@en . . . "\u010Cambula, Jaroslav" . "[41188955D923]" . "\u0158e\u0161en\u00ED podporov\u00FDch oblast\u00ED deskov\u00FDch most\u016F" . . . "RIV/68407700:21110/13:00208230" . "P(1M0579)" . "21110" . . . "\u0158e\u0161en\u00ED podporov\u00FDch oblast\u00ED deskov\u00FDch most\u016F - stanoven\u00ED tuhosti podep\u0159en\u00ED, stanoven\u00ED svisl\u00FDch slo\u017Eek reakc\u00ED, p\u0159\u00ED\u010Dinkov\u011B plochy podpor, vliv tuhost\u00ED podpor"@cs . "\u0158e\u0161en\u00ED podporov\u00FDch oblast\u00ED deskov\u00FDch most\u016F"@cs . . "Solution of Support Areas Plate Bridges"@en . . "978-80-01-05236-5" . "\u010Cesk\u00E9 vysok\u00E9 u\u010Den\u00ED technick\u00E9 v Praze. Fakulta stavebn\u00ED" . "Praha" . "\u0158e\u0161en\u00ED podporov\u00FDch oblast\u00ED deskov\u00FDch most\u016F - stanoven\u00ED tuhosti podep\u0159en\u00ED, stanoven\u00ED svisl\u00FDch slo\u017Eek reakc\u00ED, p\u0159\u00ED\u010Dinkov\u011B plochy podpor, vliv tuhost\u00ED podpor" . . "Praha" . . "\u0158e\u0161en\u00ED podporov\u00FDch oblast\u00ED deskov\u00FDch most\u016F" . . "2013-05-24+02:00"^^ . "Solution of Support Areas Plate Bridges"@en . "RIV/68407700:21110/13:00208230!RIV14-MSM-21110___" . "Supporting of concrete slab structure is an important boundary condition. The correct considering has significant influence on the distribution of internal forces, particularly in the support areas. It is necessary to determine the correct model of supporting slab, to obtain results that credibly describe the real behavior. For solutions, we will consider plate structure irregularly shaped which is supported elastomer bearings. Supporting elastomers is nowadays a very common ways to support the bearing structures. In the calculations of slab structures are their supports simplified (idealized), especially the neglect of its rigidity. Therefore, the influence of the model of the supports and stiffness of supports is solved."@en . . "8"^^ .