. . . "\u010Cl\u00E1nek popisuje vyu\u017Eit\u00ED nov\u00FDch v\u00FDpo\u010Detn\u00EDch metod (zp\u0159esn\u011Bn\u00E9 metody v\u00FDpo\u010Detn\u00ED predikce chov\u00E1n\u00ED mostn\u00EDch konstrukc\u00ED zalo\u017Een\u00E9 na 3D modelech, \u010Dasov\u00FD v\u00FDvoj vnit\u0159n\u00EDch sil v p\u016Fdorysn\u011B zak\u0159iven\u00FDch konstrukc\u00EDch se zm\u011Bnami statick\u00FDch syst\u00E9m\u016F, optimalizace veden\u00ED p\u0159edp\u00EDnac\u00EDch kabel\u016F, zrt\u00E1ty p\u0159edp\u011Bt\u00ED se zohledn\u011Bn\u00EDm vlivu deplanace pr\u016F\u0159ezu) a jejich kalibraci dle m\u011B\u0159en\u00ED na re\u00E1ln\u00FDch konstrukc\u00EDch." . "APLIKACE NOV\u00DDCH METOD SPOLEHLIV\u00C9 PREDIKCE CHOV\u00C1N\u00CD P\u0158EDPJAT\u00DDCH MOST\u016E VELK\u00DDCH ROZP\u011AT\u00CD PRO ZAJI\u0160T\u011AN\u00CD JEJICH PROVOZUSCHOPNOSTI A TR-VANLIVOSTI" . . . . "21110" . "Aplication of new method for reliable prediction of prestressed concrete bridges behaviour"@en . "Vr\u00E1bl\u00EDk, Luk\u00E1\u0161" . . "Aplication of new method for reliable prediction of prestressed concrete bridges behaviour"@en . "Vysok\u00E1 \u0161kola b\u00E1\u0148sk\u00E1 - Technick\u00E1 univerzita Ostrava" . . . . "\u010Cl\u00E1nek popisuje vyu\u017Eit\u00ED nov\u00FDch v\u00FDpo\u010Detn\u00EDch metod (zp\u0159esn\u011Bn\u00E9 metody v\u00FDpo\u010Detn\u00ED predikce chov\u00E1n\u00ED mostn\u00EDch konstrukc\u00ED zalo\u017Een\u00E9 na 3D modelech, \u010Dasov\u00FD v\u00FDvoj vnit\u0159n\u00EDch sil v p\u016Fdorysn\u011B zak\u0159iven\u00FDch konstrukc\u00EDch se zm\u011Bnami statick\u00FDch syst\u00E9m\u016F, optimalizace veden\u00ED p\u0159edp\u00EDnac\u00EDch kabel\u016F, zrt\u00E1ty p\u0159edp\u011Bt\u00ED se zohledn\u011Bn\u00EDm vlivu deplanace pr\u016F\u0159ezu) a jejich kalibraci dle m\u011B\u0159en\u00ED na re\u00E1ln\u00FDch konstrukc\u00EDch."@cs . . "APLIKACE NOV\u00DDCH METOD SPOLEHLIV\u00C9 PREDIKCE CHOV\u00C1N\u00CD P\u0158EDPJAT\u00DDCH MOST\u016E VELK\u00DDCH ROZP\u011AT\u00CD PRO ZAJI\u0160T\u011AN\u00CD JEJICH PROVOZUSCHOPNOSTI A TR-VANLIVOSTI" . "303631" . "2009-11-05+01:00"^^ . . . "RIV/68407700:21110/09:00160710" . . "P(1M0579)" . "2"^^ . . "RIV/68407700:21110/09:00160710!RIV10-MSM-21110___" . "6"^^ . "Creep; prestressing; erection process"@en . . "978-80-248-2091-0" . "Ostrava" . "APLIKACE NOV\u00DDCH METOD SPOLEHLIV\u00C9 PREDIKCE CHOV\u00C1N\u00CD P\u0158EDPJAT\u00DDCH MOST\u016E VELK\u00DDCH ROZP\u011AT\u00CD PRO ZAJI\u0160T\u011AN\u00CD JEJICH PROVOZUSCHOPNOSTI A TR-VANLIVOSTI"@cs . "IDEAS 09" . "[A3139E96FEA7]" . . "Ostrava" . "The article describes using of developed computational methods (refined method of bridge analysis based on 3D structural model, time development of internal forces in horizontally curved bridges with changes of structural systems during erection process, optimization of tendon layout, increasing of prestressing losses due to warping of cross-section) on real struc-ture erected by balanced cantilever method."@en . "3"^^ . "APLIKACE NOV\u00DDCH METOD SPOLEHLIV\u00C9 PREDIKCE CHOV\u00C1N\u00CD P\u0158EDPJAT\u00DDCH MOST\u016E VELK\u00DDCH ROZP\u011AT\u00CD PRO ZAJI\u0160T\u011AN\u00CD JEJICH PROVOZUSCHOPNOSTI A TR-VANLIVOSTI"@cs . "K\u0159\u00EDstek, Vladim\u00EDr" .