|
|
Road beam bridge
Prekop, Michal ; Pěkník, Robin (referee) ; Koláček, Jan (advisor)
The subject of this bachelor´s thesis is the desing of prestressed beam bridge. Three preliminary studies have been proposed and one of them was selected for more detailed processing. Span length of construction is 30,0 m. Selected variant was assessed for serviceability limit state and ultimate limit state according to the recent European standards. The thesis is mainly focused on the desing of bearing concrete structure.
|
|
|
Road bridge over the Budišovka river
Drabina, Tomáš ; Olšák, Martin (referee) ; Koláček, Jan (advisor)
The purpose of this bachelor’s thesis is to design a prestressed road bridge over the river Budišovka. Three preliminary studies have been proposed out of which one is subject to more detailed design. The span of the bridge is 17.0 metres. The selected solution was assessed for ultimate and serviceability limit states according to ČSN EN 1992-2.
|
|
|
Prestressed bridge over the Budišovka river
Hroudná, Denisa ; Zich, Miloš (referee) ; Koláček, Jan (advisor)
The subject of this bachelor's thesis is the design of a prestressed bridge over the river Budišovka. Three preliminary studies have been proposed and one of them was selected for more detailed processing. Span length of construction is 18,0 m. Selected variant was assessed for ultimate and serviceability limit state according to CSN EN 1992-2.
|
|
|
Bridge over the D1 highway
Balkanský, Ondřej ; Diviš, Dalibor (referee) ; Panáček, Josef (advisor)
Diploma thesis is focused on design of road bridge bearing structure over a D1 highway. Structure is continuous slab with 4 fields beared by local supports. It is prestressed in longitudinal direction. Internal forces are calculated in Scia Engineer software. Reference is made according to valid standarts.
|
|
|
Design of a one-span beam bridge
Podškubka, Patrik ; Panáček, Josef (referee) ; Nečas, Radim (advisor)
The aim of the work is to design a new safe and economical bridge construction, over the existing communication, category S7,5, according to currently valid standards and regulations. Out of the three proposed variants was chosen the variant of a prestressed one-span bridge with two beams and a length of 26,750m. The category of the transferred communication is S7,5.
|
|
|
Prestressed girder bridge
Páteček, Tomáš ; Klusáček, Ladislav (referee) ; Panáček, Josef (advisor)
The thesis deals with the design of a new bridge construction at the place of an existing bridge on the road II/39 between the villages of Dobrkovice and Kájov over the river Polečnice. Three studies were developed as a solution. The chosen variant contains the construction of a prestressed girder bridge, simply supported, with a length of bridging 27,464 m. The category of the transferred road is S9,5, a body of transferred road is on both sides of the bridge in the embankment.
|
guest ::
