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Bridge over the Valová river
Vytásek, Ondřej ; Nečas, Radim (referee) ; Panáček, Josef (advisor)
The aim of this work was to design a new bridge structure with one span. Several studies were carried out, from which I selected one, namely a monolithic single-beam variant made of prestressed concrete, which will replace the existing already unsatisfactory bridge. The bridge has a span of 28.94 m and a width of 9.6 m. Part of the work is a static calculation, drawings of reinforcement, shape and layout of the bridge.
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Road bridge on road III/0462 over highway D46
Vystavěl, Vojtěch ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
This thesis deals with design of III/0462 road overpass over D46 highway near Brodek u Prostějova. There are 2 preliminary variants. First variant is a right bridge, whose main beams are tied archs. Second variant is a skew bridge with truss superstructure. In case of second variant there are three subvariants differing with truss design. Design and calculation is done according to valid standarts and other regulations for designing bridges.
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Static and modal analysis of bridge structure
Turková, Martina ; Nevařil, Aleš (referee) ; Vlk, Zbyněk (advisor)
The bachelor thesis is based on structural analysis calculated by Dopravoprojekt Ostrava company that was used for dimensioning of the oblique bridge structure No. 433 27-3, in Popůvky, Přerov district. The beam model which is part of static calculation and is designed by Nexis 32 software, served as ground. The aim of the thesis was to construct an identical beam model, specifying boardwall model and perform static and modal analysis. All calculation were done in Dlubal RFEM 5.01 software.
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Bridge on a highway
Juřicová, Markéta ; Řehulka, Martin (referee) ; Panáček, Josef (advisor)
Diploma thesis deals with design of oblique highway bridge over the valley brook Pustějovského. Two-joist girder of three spans is selected from the three proposed variants. Static calculation is drafted according to European norem- Eurocode. The structure is designed and assessed for limit states temporary and permanent load conditions. And a further is elaborated detailed and well-arranged drawing documentation, visualization of bridge and construction procedure.
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Bridge over the Valová river
Vytásek, Ondřej ; Nečas, Radim (referee) ; Panáček, Josef (advisor)
The aim of this work was to design a new bridge structure with one span. Several studies were carried out, from which I selected one, namely a monolithic single-beam variant made of prestressed concrete, which will replace the existing already unsatisfactory bridge. The bridge has a span of 28.94 m and a width of 9.6 m. Part of the work is a static calculation, drawings of reinforcement, shape and layout of the bridge.
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|
|
Road bridge on road III/0462 over highway D46
Vystavěl, Vojtěch ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
This thesis deals with design of III/0462 road overpass over D46 highway near Brodek u Prostějova. There are 2 preliminary variants. First variant is a right bridge, whose main beams are tied archs. Second variant is a skew bridge with truss superstructure. In case of second variant there are three subvariants differing with truss design. Design and calculation is done according to valid standarts and other regulations for designing bridges.
|
|
|
Bridge on a highway
Juřicová, Markéta ; Řehulka, Martin (referee) ; Panáček, Josef (advisor)
Diploma thesis deals with design of oblique highway bridge over the valley brook Pustějovského. Two-joist girder of three spans is selected from the three proposed variants. Static calculation is drafted according to European norem- Eurocode. The structure is designed and assessed for limit states temporary and permanent load conditions. And a further is elaborated detailed and well-arranged drawing documentation, visualization of bridge and construction procedure.
|
|
|
Static and modal analysis of bridge structure
Turková, Martina ; Nevařil, Aleš (referee) ; Vlk, Zbyněk (advisor)
The bachelor thesis is based on structural analysis calculated by Dopravoprojekt Ostrava company that was used for dimensioning of the oblique bridge structure No. 433 27-3, in Popůvky, Přerov district. The beam model which is part of static calculation and is designed by Nexis 32 software, served as ground. The aim of the thesis was to construct an identical beam model, specifying boardwall model and perform static and modal analysis. All calculation were done in Dlubal RFEM 5.01 software.
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