"0272-4960" . "68" . "IMA Journal of Applied Mathematics" . "Dokazuje se monot\u00F3nn\u00ED z\u00E1vislost kritick\u00E9ho zt\u00ED\u017Een\u00ED prost\u011B podep\u0159en\u00E9ho Timo\u0161enkova nosn\u00EDku na korek\u010Dn\u00EDm faktoru a na koeficientu tuhosti podkladu. D\u00E1le je aplikov\u00E1na metoda nejhor\u0161\u00EDho sc\u00E9n\u00E1\u0159e pro stanoven\u00ED %22nejnebezpe\u010Dn\u011Bj\u0161\u00EDch%22 vstupn\u00EDch parametr\u016F."@cs . . "600176" . . . . . . "Buckling of a Timoshenko beam on elastic foundation with uncertain input data" . . . "Buckling of a Timoshenko beam on elastic foundation with uncertain input data"@en . "GB - Spojen\u00E9 kr\u00E1lovstv\u00ED Velk\u00E9 Brit\u00E1nie a Severn\u00EDho Irska" . "20"^^ . "RIV/67985840:_____/03:00106854!RIV/2005/GA0/A05005/N" . . "beam buckling;elastic foundation;Timoshenko model"@en . . "[9811DD3DE10A]" . "A monotone dependence of the critical buckling load of a simply supported Timoshenko-Mindlin beam both on the shear correction factor and on the stiffness of foundation is proved. Then the worst-scenario method is employed to find the `most dangerous' input data."@en . . "A monotone dependence of the critical buckling load of a simply supported Timoshenko-Mindlin beam both on the shear correction factor and on the stiffness of foundation is proved. Then the worst-scenario method is employed to find the `most dangerous' input data." . "Vzp\u011Br Timo\u0161enkova nosn\u00EDku na pru\u017En\u00E9m podlo\u017E\u00ED s nejist\u00FDmi vstupn\u00EDmi daty"@cs . "RIV/67985840:_____/03:00106854" . . . . "Hlav\u00E1\u010Dek, Ivan" . . "Buckling of a Timoshenko beam on elastic foundation with uncertain input data" . . "P(GA201/01/1200), Z(AV0Z1019905)" . "1"^^ . . "Vzp\u011Br Timo\u0161enkova nosn\u00EDku na pru\u017En\u00E9m podlo\u017E\u00ED s nejist\u00FDmi vstupn\u00EDmi daty"@cs . "185;204" . "1" . "1"^^ . "Buckling of a Timoshenko beam on elastic foundation with uncertain input data"@en .