. "2"^^ . . . . "Identifikace po\u0161kozen\u00ED \u017Eelezobetonov\u00E9 desky s vyu\u017Eit\u00EDm mod\u00E1ln\u00ED anal\u00FDzy" . . . "[DACA115D0815]" . "RIV/68407700:21110/04:01100312" . . . "Damage Identification of Reinforced Concrete Slab Using Modal Analysis"@en . "Identifikace po\u0161kozen\u00ED \u017Eelezobetonov\u00E9 desky s vyu\u017Eit\u00EDm mod\u00E1ln\u00ED anal\u00FDzy"@cs . "Plze\u0148" . . "Plach\u00FD, Tom\u00E1\u0161" . "V dynamick\u00E9 studii byl zkoum\u00E1n vliv po\u0161kozen\u00ED jednoduch\u00E9 \u017Eelezobetonov\u00E9 desky na zm\u011Bnu jej\u00EDch mod\u00E1ln\u00EDch charakteristik. Po\u0161kozen\u00ED desky bylo vyvol\u00E1v\u00E1no statick\u00FDm a dynamick\u00FDm zat\u011B\u017Eov\u00E1n\u00EDm proveden\u00FDm v n\u011Bkolika stupn\u00EDch. Po ka\u017Ed\u00E9m stupni statick\u00E9ho a dynamick\u00E9ho zat\u011B\u017Eov\u00E1n\u00ED byla provedena experiment\u00E1ln\u00ED mod\u00E1ln\u00ED anal\u00FDza. Mod\u00E1ln\u00ED charakteristiky ur\u010Den\u00E9 p\u0159i jednotliv\u00FDch zat\u011B\u017Eovac\u00EDch stupn\u00EDch byly vz\u00E1jemn\u011B porovn\u00E1ny." . "RIV/68407700:21110/04:01100312!RIV/2005/MSM/211105/N" . . . "The influence of damage increase of a simple reinforced concrete slab on change of its modal characteristics was monitored in this dynamic study. The reinforced concrete slab was tested in four points bending to get a constant bending moment in the mid-section of the slab. The state deterioration of the slab was done by static and dynamic fatigue loads in several steps. Before the test and after each load step the dynamical response of the slab was measured with a separate test arrangement. Modal characteristics of the slab, which were measured after each loading step, were mutually compared."@en . . . "V dynamick\u00E9 studii byl zkoum\u00E1n vliv po\u0161kozen\u00ED jednoduch\u00E9 \u017Eelezobetonov\u00E9 desky na zm\u011Bnu jej\u00EDch mod\u00E1ln\u00EDch charakteristik. Po\u0161kozen\u00ED desky bylo vyvol\u00E1v\u00E1no statick\u00FDm a dynamick\u00FDm zat\u011B\u017Eov\u00E1n\u00EDm proveden\u00FDm v n\u011Bkolika stupn\u00EDch. Po ka\u017Ed\u00E9m stupni statick\u00E9ho a dynamick\u00E9ho zat\u011B\u017Eov\u00E1n\u00ED byla provedena experiment\u00E1ln\u00ED mod\u00E1ln\u00ED anal\u00FDza. Mod\u00E1ln\u00ED charakteristiky ur\u010Den\u00E9 p\u0159i jednotliv\u00FDch zat\u011B\u017Eovac\u00EDch stupn\u00EDch byly vz\u00E1jemn\u011B porovn\u00E1ny."@cs . "567220" . . . "21110" . "Identifikace po\u0161kozen\u00ED \u017Eelezobetonov\u00E9 desky s vyu\u017Eit\u00EDm mod\u00E1ln\u00ED anal\u00FDzy" . . "Identifikace po\u0161kozen\u00ED \u017Eelezobetonov\u00E9 desky s vyu\u017Eit\u00EDm mod\u00E1ln\u00ED anal\u00FDzy"@cs . . . . "CAMOSUC; COMAC; MAC; crack; fatigue; modal analysis; modal flexibility matrix; natural frequency; natural mode; vibration based damage detection"@en . "neuvedeno" . "Z(MSM 210000030)" . . . "Pol\u00E1k, Michal" . . . "2"^^ . "Damage Identification of Reinforced Concrete Slab Using Modal Analysis"@en . .