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Bridge over a local brook
Růžička, Antonín ; Zdražilová, Magda (referee) ; Panáček, Josef (advisor)
Diploma thesis deals with design pre-stressed road bridge over the local brook and field road. There are designed 3 studies, from which variation trapezial point-supported pre-stressed concrete slabroad bridge with 3 spans is chosen. In the structural analysis of the bridge structure is assessed at the ultimate limit state and serviceability by European standards – Eurocodes. It is developed drawings and visualization of the bridge.
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Slab bridge over the Lužnice River
Bárta, Vojtěch ; Zich, Miloš (referee) ; Panáček, Josef (advisor)
The goal of this bachelor´s thesis is to design a slab bridge over the Lužnice river. The bridge consists of a one span. Implementation was designed in three studies, of which is developed in detail the study of prestressed monolithic slab. To create a static model and to calculate the internal forces is used Scia Engineer 2012. The assessment is processed manually according to European standards. Losses of preload are estimated, the effect of shrinkage and creep is neglected.
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Bridge over the Chvalšinský Brook
Večeřa, Jan ; Klusáček, Ladislav (referee) ; Panáček, Josef (advisor)
The project of the bridge construction aross the Chvalsinsky stream in the village Chvalsiny is the target of the bachelor’s thesis. The construction is designed in the three variations, all of which were chosen the variant prestressed slab structure with the length of bridging 13.5 m. The load calculation is performed by the computer program Scia Engineer and compared with manual calculations. The assessment of the structure is solved according to the standards EN 1992-1-1.
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Bridge over a local brook
Růžička, Antonín ; Zdražilová, Magda (referee) ; Panáček, Josef (advisor)
Diploma thesis deals with design pre-stressed road bridge over the local brook and field road. There are designed 3 studies, from which variation trapezial point-supported pre-stressed concrete slabroad bridge with 3 spans is chosen. In the structural analysis of the bridge structure is assessed at the ultimate limit state and serviceability by European standards – Eurocodes. It is developed drawings and visualization of the bridge.
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Slab bridge over the Lužnice River
Bárta, Vojtěch ; Zich, Miloš (referee) ; Panáček, Josef (advisor)
The goal of this bachelor´s thesis is to design a slab bridge over the Lužnice river. The bridge consists of a one span. Implementation was designed in three studies, of which is developed in detail the study of prestressed monolithic slab. To create a static model and to calculate the internal forces is used Scia Engineer 2012. The assessment is processed manually according to European standards. Losses of preload are estimated, the effect of shrinkage and creep is neglected.
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|
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Bridge over the Chvalšinský Brook
Večeřa, Jan ; Klusáček, Ladislav (referee) ; Panáček, Josef (advisor)
The project of the bridge construction aross the Chvalsinsky stream in the village Chvalsiny is the target of the bachelor’s thesis. The construction is designed in the three variations, all of which were chosen the variant prestressed slab structure with the length of bridging 13.5 m. The load calculation is performed by the computer program Scia Engineer and compared with manual calculations. The assessment of the structure is solved according to the standards EN 1992-1-1.
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