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Flyover bridge over the Bečva river
Pidima, Jan ; Pachl, Radek (referee) ; Panáček, Josef (advisor)
The thesis deals with a design of a highway bridge with multiple spans. The bridge is constructed for highway D1 and goes across the river Bečva close to the city Přerov. Two different solutions were carried out from which a solution with subsequently prestressed box girder was chosen. Static model and load actions were modelled in program Scia Engineer 2016.0. Design checks were done manually according to corresponding Eurocodes. Load actions from wind, uneven support settling and horizontal actions from transit were neglecte.
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Girder bridge over the Morava river
Pidima, Jan ; Klusáček, Ladislav (referee) ; Panáček, Josef (advisor)
Bachelor's thesis deals with a design of one-span road bridge on road II/446 over river Morava in the village of Hanušovice. Three possible designs were developed and from these the version with two post-tensioned girders was chosen. Structural model and load effects are solved in the the Scia Engineer 2014.0. Assesments are calculated in hand according to Eurocodes. Load effects from temperature, wind and horizontal effects from traffic are not taken into account.
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Flyover bridge over the Bečva river
Pidima, Jan ; Pachl, Radek (referee) ; Panáček, Josef (advisor)
The thesis deals with a design of a highway bridge with multiple spans. The bridge is constructed for highway D1 and goes across the river Bečva close to the city Přerov. Two different solutions were carried out from which a solution with subsequently prestressed box girder was chosen. Static model and load actions were modelled in program Scia Engineer 2016.0. Design checks were done manually according to corresponding Eurocodes. Load actions from wind, uneven support settling and horizontal actions from transit were neglecte.
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|
|
Girder bridge over the Morava river
Pidima, Jan ; Klusáček, Ladislav (referee) ; Panáček, Josef (advisor)
Bachelor's thesis deals with a design of one-span road bridge on road II/446 over river Morava in the village of Hanušovice. Three possible designs were developed and from these the version with two post-tensioned girders was chosen. Structural model and load effects are solved in the the Scia Engineer 2014.0. Assesments are calculated in hand according to Eurocodes. Load effects from temperature, wind and horizontal effects from traffic are not taken into account.
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