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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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Arch bridge over a highway
Pěkník, Robin ; Zobek, Svatopluk (referee) ; Panáček, Josef (advisor)
The subject of this master's thesis is design of road bridge over highway D1 by the city Přerov. From the three proposed solutions has been chosen bridge with self-anchored arched structure which is good for deep notch. The concrete bridge was designed and assessed according to current Eurocodes. The thesis includes detailed structural analysis, drawings and visualization of the bridge. The analysis was performed using software Scia Engineer including time dependent analysis (TDA). Assessment of structure was made in Excel or by hand.
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Bridge on I/38 road.
Novotný, Tomáš ; Pachl, Radek (referee) ; Panáček, Josef (advisor)
The final thesis is focused on design of valley bridging on I/38 road at the Havlickuv Brod bypass. The thesis contains study of the bridging area. For detailed assessment was chosen, from three variants, a two-beam cross-section girder of 4 spans. Load-bearing structure is designed as cast-in-place, post-tensioned, concreted at fixed falsework without phased construction. The serviceability limit state and the ultimate limit state were assessed. The thesis contains, apart from structural design, drawings and visualizations of the bridge.
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Arch bridge across the highway
Olšák, Martin ; Trenz, Jan (referee) ; Nečas, Radim (advisor)
The subject of this diploma thesis is design of arch bridge across the highway. Has been elected self-anchored structure with span of arch 60 m and trapezoid bridge deck from prestressed concrete. The load effects is calculated by software Scia Engineer including time dependent analysis. The supporting structure is assessed for the ultimate limit state and serviceability limit state. Static assessment is done by hand calculation according to CSN EN 1992-2. Part of the thesis is drawing and visualization of the bridge.
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Prestressed bridge No. 207 over the expressway R2 in Slovakia
Ježek, Rostislav ; Štefan, Petr (referee) ; Koláček, Jan (advisor)
In the diploma thesis “ Prestressed bridge No. 207 over the expressway R2 in Slovakia” three variants of solution of bridging are developed. The aim of diploma thesis is evaluation of the proposed options and implementation of detailed design of the supporting structure selected variant. The thesis includes consideration of state of construction. Option chamber bridge with inclined walls on three fields were chosen for detailed static analysis. This post-tensioned structure is assessed in accordance with applicable European standards. The analysis of the construction is performed by Scia Engineer 2013 software system. In addition, the ceiling structure is assessed for pushing through. Drawing and visualization is a part of diploma thesis.
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Arch bridge over a highway
Pěkník, Robin ; Zobek, Svatopluk (referee) ; Panáček, Josef (advisor)
The subject of this master's thesis is design of road bridge over highway D1 by the city Přerov. From the three proposed solutions has been chosen bridge with self-anchored arched structure which is good for deep notch. The concrete bridge was designed and assessed according to current Eurocodes. The thesis includes detailed structural analysis, drawings and visualization of the bridge. The analysis was performed using software Scia Engineer including time dependent analysis (TDA). Assessment of structure was made in Excel or by hand.
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Bridge over a local road and a brook
Tichavská, Andrea ; Čihák, Petr (referee) ; Nečas, Radim (advisor)
The purpose of the master thesis is the design of the concrete highway bridge by European standards. The highway is situated on two independent prestressed load-bearing structures with cross-section area of constant dimensions over its length. The bridge deck is built on a falsework considering its proportions and obstacles under the bridge. The thesis contains the design and the assessment of the load-bearing structure in longitudinal and transverse direction including the calculation of cross beams and an anchorage zone.
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Bridge over the Morava river
Menšík, Martin ; Nečas, Radim (referee) ; Panáček, Josef (advisor)
The thesis deals with design of a new bridge construction at the place of an existing bridge on the road II/312 in Vlaské village over the Morava river. The main topic is a static calculation of one span loadbearing structure. Three studies were made and one of them was analysed. The bridge is designed as prestressed perpendicular and combined slab-beam construction. Span length of the bridge is 21,8 m. Structural model and effect of the load were calculated in programme Scia Engineer and checked with manual calculation. Effects of temperature, wind and horizontal forces were neglected.
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Bridge ower Račí brook
Novotný, Matěj ; Slánský, Bohuslav (referee) ; Panáček, Josef (advisor)
The Bachelor thesis deals with the road bridge on tfe road I/60 across the "Račí" brook. Construction is proposed in three variants. The selected design was prestressed board length18,2 meters, intended as a simple beam. Calculation of load is performed by software SCIA. The construction is evaluated according to current standards.
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