"2009-11-05+01:00"^^ . "[7B5F4C6A8C90]" . "IDEAS 09" . . . "1"^^ . "Z\u00EDdek, Rostislav" . "Anal\u00FDza dotvarov\u00E1n\u00ED sp\u0159a\u017Een\u00FDch konstrukc\u00ED" . "Anal\u00FDza dotvarov\u00E1n\u00ED sp\u0159a\u017Een\u00FDch konstrukc\u00ED"@cs . "Neuveden" . "Anal\u00FDza dotvarov\u00E1n\u00ED sp\u0159a\u017Een\u00FDch konstrukc\u00ED"@cs . . "P(1M0579)" . "RIV/00216305:26110/09:PU86066!RIV10-MSM-26110___" . "978-80-248-2091-0" . . . . . . . "303071" . "Anal\u00FDza dotvarov\u00E1n\u00ED sp\u0159a\u017Een\u00FDch konstrukc\u00ED" . "26110" . "Anal\u00FDza dotvarov\u00E1n\u00ED sp\u0159a\u017Een\u00FDch konstrukc\u00ED"@en . . "6"^^ . "Ostrava, \u010Cesk\u00E1 republika" . "Ostrava" . "Anal\u00FDza dotvarov\u00E1n\u00ED sp\u0159a\u017Een\u00FDch konstrukc\u00ED"@en . "The time-dependent behavior of a composite beam is usually assessed via beam theory, refined with a view to accounting for the particularities of such a structural member. The two main ways of achieving this are to take into account the time-dependent constitutive law of the concrete and also the relative movements at the interface of the slab and the girder. The computational method co-developed by the author takes into account both of the above-mentioned phenomena. The article briefly describes the method, especially the model of interlayer slip, and presents a study of a wood-concrete beam solved using Asteres academic software."@cs . . . "RIV/00216305:26110/09:PU86066" . "The time-dependent behavior of a composite beam is usually assessed via beam theory, refined with a view to accounting for the particularities of such a structural member. The two main ways of achieving this are to take into account the time-dependent constitutive law of the concrete and also the relative movements at the interface of the slab and the girder. The computational method co-developed by the author takes into account both of the above-mentioned phenomena. The article briefly describes the method, especially the model of interlayer slip, and presents a study of a wood-concrete beam solved using Asteres academic software."@en . "Anal\u00FDza dotvarov\u00E1n\u00ED sp\u0159a\u017Een\u00FDch konstrukc\u00ED"@en . . "The time-dependent behavior of a composite beam is usually assessed via beam theory, refined with a view to accounting for the particularities of such a structural member. The two main ways of achieving this are to take into account the time-dependent constitutive law of the concrete and also the relative movements at the interface of the slab and the girder. The computational method co-developed by the author takes into account both of the above-mentioned phenomena. The article briefly describes the method, especially the model of interlayer slip, and presents a study of a wood-concrete beam solved using Asteres academic software." . "1"^^ . .