"\u010Cl\u00E1nek se zam\u011B\u0159uje na numerick\u00E9 modeov\u00E1n\u00ED segmentov\u00E9ho ost\u011Bn\u00ED ve 2D prost\u0159ed\u00ED pomoc\u00ED metody kone\u010Dn\u00FDch prvk\u016F. Hlavn\u00ED m c\u00EDlem je popis vlivu r\u00FAzn\u00FDch typ\u016F spar mezi segment ost\u011Bn\u00ED a odezva okoln\u00ED zeminy. Nejd\u0159\u00EDve jsou diskutov\u00E1ny r\u016Fzn\u00E9 zp\u016Fsoby modelov\u00E1n\u00ED spar pomoc\u00ED plo\u0161n\u00E9 metody kone\u010Dn\u00FDch prvk\u016F. D\u00E1le je uk\u00E1z\u00E1na numerick\u00E1 studie pomoc\u00ED program GEO FEM a pops\u00E1ny sou\u010Dasn\u00E9 limity geotechnick\u00E9ho software modeluj\u00EDc\u00EDho segmentov\u00E1 ost\u011Bn\u00ED."@cs . . "2"^^ . "BETON-technologie, konstrukce, sanace" . . . . . . "\u0160ejnoha, Michal" . "Pru\u0161ka, Jan" . "NUMERICK\u00C9 MODELOV\u00C1N\u00CD \u017DELEZOBETONOV\u00C9HO SEGMENTOV\u00C9HO OST\u011AN\u00CD"@cs . . . . "Numerical modeling of segmental lining using FEM"@en . "1213-3116" . "\u010Cl\u00E1nek se zam\u011B\u0159uje na numerick\u00E9 modeov\u00E1n\u00ED segmentov\u00E9ho ost\u011Bn\u00ED ve 2D prost\u0159ed\u00ED pomoc\u00ED metody kone\u010Dn\u00FDch prvk\u016F. Hlavn\u00ED m c\u00EDlem je popis vlivu r\u00FAzn\u00FDch typ\u016F spar mezi segment ost\u011Bn\u00ED a odezva okoln\u00ED zeminy. Nejd\u0159\u00EDve jsou diskutov\u00E1ny r\u016Fzn\u00E9 zp\u016Fsoby modelov\u00E1n\u00ED spar pomoc\u00ED plo\u0161n\u00E9 metody kone\u010Dn\u00FDch prvk\u016F. D\u00E1le je uk\u00E1z\u00E1na numerick\u00E1 studie pomoc\u00ED program GEO FEM a pops\u00E1ny sou\u010Dasn\u00E9 limity geotechnick\u00E9ho software modeluj\u00EDc\u00EDho segmentov\u00E1 ost\u011Bn\u00ED." . . "[3D36A4CF7A0C]" . "RIV/68407700:21110/09:00163311" . "RIV/68407700:21110/09:00163311!RIV10-MSM-21110___" . "6"^^ . "Numerical modeling of segmental lining using FEM"@en . . "The present paper is concerned with the numerical modeling of segmental lining in the two-dimensional (2D) environment using the finite element method. The main objective is to address the influence of various types of joints, typical of segmental lining, on the response of lining-subsoil system. Various modeling strategies allowing for the introduction of joints into the finite element model in 2D are discussed first. Next, an illustrative numerical study using the GEO FEM software is performed to disclose limits of the currently available geotechnical software when applied to segmental lining."@en . . "330309" . . . "Z(MSM6840770003)" . . "21110" . "NUMERICK\u00C9 MODELOV\u00C1N\u00CD \u017DELEZOBETONOV\u00C9HO SEGMENTOV\u00C9HO OST\u011AN\u00CD"@cs . "CZ - \u010Cesk\u00E1 republika" . "2"^^ . "9" . "5" . "NUMERICK\u00C9 MODELOV\u00C1N\u00CD \u017DELEZOBETONOV\u00C9HO SEGMENTOV\u00C9HO OST\u011AN\u00CD" . "NUMERICK\u00C9 MODELOV\u00C1N\u00CD \u017DELEZOBETONOV\u00C9HO SEGMENTOV\u00C9HO OST\u011AN\u00CD" . "FEM; modellng; lining"@en . .