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Bridge over the Branná river
Holuša, Adam ; Pěkník, Robin (referee) ; Panáček, Josef (advisor)
Bachelor’s thesis deals with a design of a new bridge construction over Branná river nearby Jindřichov. Bridge is located on road II/369 at kilometer 21,113. Bridge evidence number is 369-020. Thesis includes three studies. First study is post-tensioned slab constructions. Second study is construction made of prefabricated beams T93. Third study is designed with two post-tensioned girders. For next assessment was chosen post-tensioned slab construction 18,14 meters long. Load effect calculation is solved in Scia Engineer 15.3. Software calculation is compared with manual calculation.
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Bridge at Staré Hobzí village
Škůrek, Ladislav ; Diviš, Dalibor (referee) ; Panáček, Josef (advisor)
Diploma thesis is focused on design of the road bridge across the river Moravská Dyje, close the village Stare Hobzí. The are designed 3 studies of the bridge, of wich the trapezoidal slabroad with pitches is chosen for further development. Slabroad is assessed at ultimate limit state and serviceability by the valid standarts. Calculation of internal forces is made by computer program Scia Engineer 16.0.
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Highway arch bridge
Vavřička, Lukáš ; Šopík,, Leonard (referee) ; Koláček, Jan (advisor)
The aim of the master thesis was a design of arch highway bridge made of prestressed reinforced concrete. In the beginning two versions of construction were designed, with box-girder and double-girder cross section of bridge deck, from which the variant of double-girder cross section in combination with box-girder arch were chosen for further detail postprocessing. The basics of the solution laid in right choice of dimensions of elements creating load-bearing system and construction geometry. Subsequently global beam model was created, which was used to prestress design and structural assessment of ultimate and serviceability limit states of pillars, arches and bridge deck during the building phases, service lifetime and in the end of lifetime of construction. For detail assessment, linear and nonlinear analysis was created using Midas Civil. To check the cross-sectional direction of bridge deck, slab model was made using Scia Engineer software
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Highway arch bridge
Vavřička, Lukáš ; Šopík,, Leonard (referee) ; Koláček, Jan (advisor)
The aim of the master thesis was a design of arch highway bridge made of prestressed reinforced concrete. In the beginning two versions of construction were designed, with box-girder and double-girder cross section of bridge deck, from which the variant of double-girder cross section in combination with box-girder arch were chosen for further detail postprocessing. The basics of the solution laid in right choice of dimensions of elements creating load-bearing system and construction geometry. Subsequently global beam model was created, which was used to prestress design and structural assessment of ultimate and serviceability limit states of pillars, arches and bridge deck during the building phases, service lifetime and in the end of lifetime of construction. For detail assessment, linear and nonlinear analysis was created using Midas Civil. To check the cross-sectional direction of bridge deck, slab model was made using Scia Engineer software
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Bridge at Staré Hobzí village
Škůrek, Ladislav ; Diviš, Dalibor (referee) ; Panáček, Josef (advisor)
Diploma thesis is focused on design of the road bridge across the river Moravská Dyje, close the village Stare Hobzí. The are designed 3 studies of the bridge, of wich the trapezoidal slabroad with pitches is chosen for further development. Slabroad is assessed at ultimate limit state and serviceability by the valid standarts. Calculation of internal forces is made by computer program Scia Engineer 16.0.
|
|
|
Bridge over the Branná river
Holuša, Adam ; Pěkník, Robin (referee) ; Panáček, Josef (advisor)
Bachelor’s thesis deals with a design of a new bridge construction over Branná river nearby Jindřichov. Bridge is located on road II/369 at kilometer 21,113. Bridge evidence number is 369-020. Thesis includes three studies. First study is post-tensioned slab constructions. Second study is construction made of prefabricated beams T93. Third study is designed with two post-tensioned girders. For next assessment was chosen post-tensioned slab construction 18,14 meters long. Load effect calculation is solved in Scia Engineer 15.3. Software calculation is compared with manual calculation.
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