National Repository of Grey Literature 44 records found  1 - 10nextend  jump to record: Search took 0.00 seconds. 
Preparation of implementation and management of the selected construction
Kofler, Nikodém ; Průcha, Aleš (referee) ; Šlanhof, Jiří (advisor)
Diploma thesis delas with constructive – technological preparation of bridge, class S 21.5/100, with lenght 250,2 m. Bridge is located in non-bult-up area in cadastral territory of village Postřelmov and spans over railway and Morava river. Bridge structure is designed as double beam with reinforced concrete slab on top. Bridge is build by technology slide-in.
Bridge across expressway D35
Pohlídal, Jan ; Novák, Richard (referee) ; Nečas, Radim (advisor)
The theme of this master thesis is to design a road bridge across expressway D35. The bridge is designed as a triple-span strut frame construction. The construction is unique because of its variable cross-section of the bridge, which is supported by a inclined supports. The load effects were calculated using software Scia Engineer as the time analysis of the structure was solved using the TDA module. Calculations by hand were carried out using MS Excel. Drawing documentation and visualization of the structure are also included.
Design of a one-span prestressed bridge over a local brook
Tomášková, Eliška ; Panáček, Josef (referee) ; Nečas, Radim (advisor)
The subject of this bachelor’s thesis is a design and evaluation of a one-span prestressed concrete road bridge. Out of two options, a slab bridge is selected for further assessment. This thesis aims to design and evaluate the construction on the basis of ULS and SLS criteria.
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.
Preparation for the implementation of a prestressed bridge in Brno
Barič, Dominik ; Venkrbec, Václav (referee) ; Vlčková, Jitka Laura (advisor)
The diploma thesis focuses on the preparation of technological project of a reconstruction of a road bridge in Brno in the district of Brno-Slatina. The reconstruction consists of replacement of the whole construction of the bridge except for the pile foundation. The reconstruction will be executed in two phases with consideration of keeping road traffic on the bridge. The bridge is designed of reinforced concrete with the deck constructed of prestressed prefabricated girders.
Road bridge in the village Ždár nad Sázavou
Pylypenko, Jevhenij ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
The final thesis is focused on design of the superstructure of a new concrete bridge in city Žďár nad Sázavou, Kraj Vysočina. The bridge should serve for passing roadway, cycle path and pavement across the river Sázava. The base for bridge design include the measured terrain. The static system is self-anchored system of arch, braces and prestressed semi-through deck. The bridge span is 74,02. Arch span is 57,00 m with high 12,00 m. Construction was assessed by the ultimate limit state and service limit state according to recent standards (Eurocode).
The bridge reconstruction
Schafferová, Denisa ; Svoboda, Adam (referee) ; Klusáček, Ladislav (advisor)
The aim of the bachelor thesis was to assess the load-bearing capacity of the existing load-bearing structure and to verify the effects of prestressing cables. Assessments were performed to comply with the ultimate limit state and serviceability limit state according to valid Europeans standards. Structural design was calculated by hand and partially checked with SCIA Engineer 20.0 software using ortothropic behavior for plates. The thesis includes detailed drawings of the existing structure.
A bridge with one field over a watercourse
Pylypenko, Jevhenij ; Požár, Michal (referee) ; Strnad, Jiří (advisor)
The thesis focuses on the design of the superstructure of a new concrete bridge, which replaces an old substandard construction. The bridge should serve for passing roadway across the river Šlapanka, in village Mírovka, Kraj Vysočina. The static system of new construction is a one-span post-tensioned slab which is simple supported on edges. Span length of the superstructure is 17,5 meters. From three variants of concrete slab cross-section, a trapezoidal-shaped one was chosen. Concrete slab was assessed by the ultimate limit state and service limit state according to recent standards (Eurocode). The preliminary design of post-tension was processed according to standards (CSN).
Bridge on the I/39 road
Pokorná, Šárka ; Svoboda, Adam (referee) ; Panáček, Josef (advisor)
The topic of this Bachelor thesis is design of thle bridge on the I/39 road. Three variants of studies were created. Study C has been choses as the best variant – prefabricated pre-tensioned beams with composite deck. Bridge with one span. Time dependent analysis was taken into account.
Rigid frame road bridge
Pohlídal, Jan ; Zich, Miloš (referee) ; Nečas, Radim (advisor)
The theme of this bachelor thesis is to design a road bridge across a river. The bridge is designed as a single-span frame structure. The soffit is unique by its parabolic course. The load effects were calculated using software Scia Engineer. Calculations by hand were carried out using MS Excel. Drawing documentation and visualization of the structure are also included.

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