"P(GA103/05/2066), P(IAA200710505), Z(AV0Z20710524)" . . . "Dynamick\u00E9 chov\u00E1n\u00ED nosn\u00EDku s p\u0159dpjatou strunou - vliv \u00FAtlumu"@cs . "978-80-87012-06-2" . . "Dynamick\u00E9 chov\u00E1n\u00ED nosn\u00EDku s p\u0159dpjatou strunou - vliv \u00FAtlumu"@cs . . "Dynamic behaviour of a beam coupled with a prestressed string - influence of damping"@en . "Engineering Mechanics 2007, book of extended abstracts" . "The beam with an axial force is coupled by an elastic layer of Winkler type with the pretensiled string. It is subjected to a row of moving forces. The theoretical model corresponds to a prestressed bridge. The concrete bridges of this type are the most spread types appearing on both the road and railway bridges of small and medium spans. The governing equations form a coupled set of partial differential equations that are solved using the Fourier and Laplace integral transformations for the undamped case. The numerical solution is examined for the damped case." . . . "Praha" . . "2007-05-14+02:00"^^ . . . . . "Dynamic behaviour of a beam coupled with a prestressed string - influence of damping"@en . . "\u00DAstav termomechaniky AV \u010CR" . . . "dynamic load; beam; string"@en . "RIV/68378297:_____/07:00082553" . . "Fr\u00FDba, Ladislav" . . "59;60" . "2"^^ . "Fischer, Cyril" . "Dynamic behaviour of a beam coupled with a prestressed string - influence of damping" . "Dynamic behaviour of a beam coupled with a prestressed string - influence of damping" . "2"^^ . . "[F3E81D25CB61]" . . "The beam with an axial force is coupled by an elastic layer of Winkler type with the pretensiled string. It is subjected to a row of moving forces. The theoretical model corresponds to a prestressed bridge. The concrete bridges of this type are the most spread types appearing on both the road and railway bridges of small and medium spans. The governing equations form a coupled set of partial differential equations that are solved using the Fourier and Laplace integral transformations for the undamped case. The numerical solution is examined for the damped case."@en . "\u017D\u010F\u00E1r nad S\u00E1zavou" . "6"^^ . . . "RIV/68378297:_____/07:00082553!RIV07-AV0-68378297" . "Pr\u00E1ce sleduje vliv \u00FAtlumu vrstvy spojuj\u00EDc\u00ED nosn\u00EDk s p\u0159edp\u00EDnaj\u00EDc\u00ED strunou na dynamick\u00E9 chov\u00E1n\u00ED nosn\u00EDku p\u0159i nam\u00E1h\u00E1n\u00ED pohybliv\u00FDm zat\u00ED\u017Een\u00EDm."@cs . "418369" .