"cyclic loading; dynamics; fatigue of concrete structures; harmonic vibration; rigidity of structure; strut-and-tie model"@en . "978-80-01-04581-7" . . . . . "This article focuses on change of rigidity of concrete bridges under cycling loading. The example from Sweden have been studied and used as an example of the proposed method. The properties of a similar bridge structure were tested in this paper. The aim of the experiment is fatigue development. The structure was divided in three parts, which were studied for changes of rigidity. The second state was strut-and-tie modelling. When the important data from STM were gathered, they were used for determination of the change of rigidity of the given part. The third and last part was to determine the new dynamic moments and the deformation of the structure. Each of these testing periods was 5 years. The simplified model changed due to new data to simulate the change of rigidity of the bridge and the change in internal forces compared to the initial design. The bridge has been tested for periods from 0 to 60 years of the service life." . . . . "Use of STM for Assessment of Rigidity of \u00D6rnsk\u00F6ldsvik Bridge under Fatigue Loading" . . "Stachov\u00E1, P." . "2"^^ . "3"^^ . "This article focuses on change of rigidity of concrete bridges under cycling loading. The example from Sweden have been studied and used as an example of the proposed method. The properties of a similar bridge structure were tested in this paper. The aim of the experiment is fatigue development. The structure was divided in three parts, which were studied for changes of rigidity. The second state was strut-and-tie modelling. When the important data from STM were gathered, they were used for determination of the change of rigidity of the given part. The third and last part was to determine the new dynamic moments and the deformation of the structure. Each of these testing periods was 5 years. The simplified model changed due to new data to simulate the change of rigidity of the bridge and the change in internal forces compared to the initial design. The bridge has been tested for periods from 0 to 60 years of the service life."@en . "[79403E7658FD]" . "\u010Cesk\u00E9 vysok\u00E9 u\u010Den\u00ED technick\u00E9 v Praze. Fakulta stavebn\u00ED" . . . . . "6"^^ . . "\u0160temberk, Petr" . "294723" . "Praha" . "Hejnic, Filip" . . . "RIV/68407700:21110/10:00170048" . "Proceedings of Workshop / Design of concrete structures using EN 1992-1-1" . . "RIV/68407700:21110/10:00170048!RIV11-GA0-21110___" . . . . "P(GAP105/10/2098)" . "Use of STM for Assessment of Rigidity of \u00D6rnsk\u00F6ldsvik Bridge under Fatigue Loading"@en . "21110" . "2010-09-16+02:00"^^ . . "Use of STM for Assessment of Rigidity of \u00D6rnsk\u00F6ldsvik Bridge under Fatigue Loading" . "Prague" . "Use of STM for Assessment of Rigidity of \u00D6rnsk\u00F6ldsvik Bridge under Fatigue Loading"@en .