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Design of a railway frame bridge
Findura, David ; Brtáň, Stanislav (referee) ; Nečas, Radim (advisor)
This thesis deals with a design of a two-track railway frame bridge over a valley. Out of three proposed variants was chosen the variant number 1 - prestressed frame construction with variable beam section. According to actual EN standards the construction was designed and assessed to the serviceability limit state and the ultimate limit state.
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Design of prestressed bridge structure
Anděl, Martin ; Krejčík, Vladimír (referee) ; Klusáček, Ladislav (advisor)
The aim of this thesis was to suggest two alternatives of a prestressed concrete bridge structure over the river Jihlava in Ivančice and to design the chosen one. The structure was designed as a one-span frame bridge with the span range of 46,0 m. Both design and relevant drawing documentation of the slab, abutment and strip foundation was made.
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Design of a one-span frame bridge
Ondrůšková, Kamila ; Panáček, Josef (referee) ; Nečas, Radim (advisor)
The bachelor thesis deals with the design and assessment of reinforced concrete bridge in one field. From three options, there was chosen a frame construction with the reciprocal haunches for the calculation. In individual chapters, there is described the way of design and assessment. The first chapter is focused on study of the bridge design. In other chapters, there is the describtion of load and combination. Final chapters are devoted to the assessment of construction to ultimate and serviceability limit state.
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Design of the footbridge over the railway
Mertová, Eliška ; Krejčík, Vladimír (referee) ; Klusáček, Ladislav (advisor)
The aim of this bachelor´s thesis is a design of a new footbridge over the railway instead of an existing reinforced concrete pedestrian bridge in a compound of the cement factory in Mokrá at Brno. The footbridge is used to the transfer pedestrians over the mentioned train. The work is composed of the design of the pedestrian bridge as a continuous frame structure, including making a model of the bridge for an analysis of internal forces, design and checking the structure for the ultimate and serviceability limit state. A calculation of load effects is processed by the computer software Scia Engineer 2013. The construction stage analysis wasn´t applied in the structural calculations.
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Frame bridge over a local brook
Řezníček, Martin ; Nováček, Jan (referee) ; Nečas, Radim (advisor)
The main aim of this bachelor thesis is the design of reinforced concrete bridge in one field over the local stream. The brigde is designed as a frame construction with trapezoidal board and with reciprocal pitch. Individual parts of the construction were assessed from the point of view of ultimate and serviceability limit state.
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Buried bridge
Skurčák, Martin ; Požár, Michal (referee) ; Panáček, Josef (advisor)
This bachelor thesis is foucused on design buried frame monolithic road bridge. The bridge is situated on Road I/9 between village Vehlovice and Liběchov. The primary funkcion of bridge is crossing moat. There are three preliminary versions designed, burried monolithic road bridge. The project includes statical analysis and drawing documentation.
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