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Slab bridge with FRP reinforcement
Paravan, Marek ; Zich, Miloš (referee) ; Panáček, Josef (advisor)
The Bachelor's thesis deals with a design of a new slab bridge over the Svitava river. As a reinforcement for load-carrying construction with the lenght of 12,89 m and a full rectangle cross secion FRP bars were used and compared with nonprestressed steel. The calculation of load effects is solved by Scia Engineer 14 and results are checked manualy. The load-carrying construction is assessed for the ultimate limit state and the serviceability limit state according to ČSN EN 1992-1-1, ČSN EN 1992-2 and technical report fib TG 9.3.
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Diagnostics and Maintenance Design
Černoch, Adam ; Pohanka, Martin (referee) ; Kudrna, Jan (advisor)
In the text is given entry of visual inspection about implementation of the selected section in city of Luhačovice. Into forms were plotted failures of the road, determinated their lenght and surfaces. The following describes the evaluation and the cause of failure. After that is given the design and repair of the road. In the theoretical part is written the classification of failures according to TP 82 „Catalogue of flexible pavement failures“. From the cataloque I chose and mentioned important failures that are manifested in diagnosis section. Finally, describes the principles of planning and design of maintenance or repair.
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Design of steel-concrete composite structure of road bridge in Trenčín
Doležal, Tomáš ; Marván, David (referee) ; Nečesal, Petr (advisor)
The aim of diploma thesis was to design alternative of composite road bridge in Trenčín. The bridge beam is designed as continuous with theoretical span of 65 m + 106 m + 65 m. Permanent load, climatic load (uniform and nonuniform temperature variation, windload), shrinkage, differential settlement and traffic load were taken into consideration according to Eurocodes. Technical report, static report, drawings, bill of quantities are included. Computational model for evaluation of internal forces was carried out in SCIA Engineer software.
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Variant design of transport connections of shopping centre in Modřice
Knopp, Martin ; Fencl, Ivan (referee) ; Holcner, Petr (advisor)
This diploma thesis deals with a proposal and a comparison of several options of transportation planning in the shopping area in the urban area of the town of Modřice, which is enlarging due to the building-up of new commercial centres. The first part of the thesis consists of a treatise on the field of traffic engineering, road-traffic telematics and ITS. The core of the work is formed by a detailed analysis of the current state and calibration of the transport simulation system AIMSUN. The following part shows three different ways of transportation in the given area and all of them include a model of the particular area made in the program AIMSUN and an elaborate analysis of the proposed solution. In the last part of the work all the proposed solutions are compared according to the results gained from the AIMSUN model.
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Highway bridge formed by cell box girder
Hošek, Filip ; Novotný, Petr (referee) ; Nečas, Radim (advisor)
Diploma thesis is focused on solving highway bridge over deep valley. From three studies has been chosen cell box girder with transverse overhangs.The static calculation contains limit states assessment, design of precast and time discetization analysis verification. Structure design contains temporary and pernament situations assessment according to EC. Last part of project is drawnings and visualization.
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Slab bridge near Staré Město village
Tlamka, Tomáš ; Koláček, Jan (referee) ; Panáček, Josef (advisor)
The main aim of this Bachelor thesis is the design of new perpendicular bridge over the Krupá river. The design of the bridge is according to ČSN EN 1992 – 2. The content of the work is primarily of the design supporting structure of the one - span bridge, which is designed in three variants. The selected option consists of additionally prestressed slab of height 800 mm with a length of 21,54 m. Statically is designed as support the storage bridge with a length of 19,00 m. This object converts communications category S 7,5. Load effects were performed using calculation software SCIA ENGINEER 2014. All loads and assessment at the ultimate limit state and limit state are solved according to specific standards.
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Slab bridge over the Krupá river
Hlavoň, Michal ; Panáček, Josef (referee) ; Koláček, Jan (advisor)
Bachelor thesis deals with the design of the new bridge according to EN 1992-1-1. The bridge is used to convert local road across the river Krupá. The bridge is designed as a plate with a full cross-section of the trapezium. Statically resolved as a bridge to support the storage of bridging length 12.2 m. Categories of communication is S7.5. Encumbered and assessment on the rezistance limit state and serviceability limit state is resolved according to the standards.
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Slab bridge in Velké Pavlovice
Gřunděl, Michal ; Hofírek, Radovan (referee) ; Koláček, Jan (advisor)
Bachelor thesis deals with the design of the new bridge according to EN 1992-1-1. The bridge is used to convert local road across the river Trmánka. The bridge is designed as a plate with a full cross-section of the trapezium, a statically resolved as a bridge is just stored with the length of bridge 12, 1 m. Categories of communication is S 7.5. Encumbered and assessment on the MSÚ and MSP is resolved according to the standards.
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Analysis of reinforced concrete bridge
Řeháček, Jakub ; Panáček, Josef (referee) ; Zich, Miloš (advisor)
Bachelor´s thesis is concerned with state estimation of reinforced bridge. The bridge is used to transfer local road across the Svratka river. The bridge is designed as arched bridge with tie and down deck. Lenght of bridging is 24,8 m. Loads and state estimation are done according to Eurocode.
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