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Track Bridge Interaction
Kapounek, Jan ; Kubelka, Jan (referee) ; Plášek, Otto (advisor)
This thesis focuses on the analysis of different approaches to the evaluation of the combined response of bridge structure and continuous welded rail on 5 planned bridges on high-speed railway in the Czech Republic in the stage of Land Use Permission. The output of the analysis of these bridges is the indication and description of problematic points occurring in the methodology as well as the development of recommended steps for the calculation of the combined response of structure and track to variable actions by the method of Complex Analysis for bridges on high-speed lines in the Czech Republic. Based on this recommended procedure, a simple bridge model is created.
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Static analysis of the prefabricated hall
Holiš, Ondřej ; Hokeš, Filip (referee) ; Vlk, Zbyněk (advisor)
This thesis is aimed at the calculation of inner forces and deformations of three-aisled, one-storey, industrial hall. For the structural analysis the integration of the elastic curve method has been used along with Mohr´s method for calculation of deflections. The problematics of sloped beams and their influence on the structural behaviour of the construction has also been included in this thesis. For the calculations and diagram plots the programmes such as SMath and MathCad have been used.The results have then been compared with multiple planar models of the construction made in the RFEM 6.02 programme.
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Design of concrete elements with FRP reinforcement
Mrkvová, Kateřina ; Lagiň, Juraj (referee) ; Kostiha, Vojtěch (advisor)
This diploma thesis focuses on deflection of reinforced concrete structures with FRP rebar. The thesis presents and compares various approaches on deflection of reinforced concrete structures with steel and FRP rebar based on national and international standards and existing research. The aim of the thesis is to point out differences among the various approaches and present the most suitable one for the particular case. Based on theoretical and experimental results, the goal is to modify one of the existing approaches or present a new method which would correspond with real deflection behaviour of FRP reinforced concrete beam. Simply supported beam with three-point bending was selected as a reference element. Analytical study and numerical analyses by ATENA software are performed. Results of analytical and numerical study are compared to experimental results.
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Static analysis of the prefabricated hall
Holiš, Ondřej ; Hokeš, Filip (referee) ; Vlk, Zbyněk (advisor)
This thesis is aimed at the calculation of inner forces and deformations of three-aisled, one-storey, industrial hall. For the structural analysis the integration of the elastic curve method has been used along with Mohr´s method for calculation of deflections. The problematics of sloped beams and their influence on the structural behaviour of the construction has also been included in this thesis. For the calculations and diagram plots the programmes such as SMath and MathCad have been used.The results have then been compared with multiple planar models of the construction made in the RFEM 6.02 programme.
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