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One span frame bridge
Buk, Petr ; Zich, Miloš (referee) ; Nečas, Radim (advisor)
The subject of this bachelor thesis is design of road bridge across the river. From the developed variants, one was selected. Selected variant deals with one span frame bridge. Construction is made of panel with run-ups from prestressed reinforced concrete. Bridge is designed perpendicular, with span range of 25,0 m. For the calculation of internal forces two computing models (rod and panel model) were made in SCIA Engineer 2018 program. Thesis deals with comparisons of internal forces in rod and panel model and comparison of short-term losses with SCIA Engineer 2018 program. Design and assesment of ultimate limit state and ultimate serviceability state was conducted in accordance with applicable standarts and regulations.
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Pedestrian bridge across the river Jihlava
Ondřej, Václav ; Koláček, Jan (referee) ; Nečas, Radim (advisor)
The aim of this bachelor thesis is design of pedestian bridge across the river Jihlava. Out of three proposed variants was chosen frame construction. Calculation of load cases was made in software AxisVM and MS Excel. The construction was designed and assessed to the ultimate limit state and the serviceability limit state. The calculation was made according to valid standards.
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Pedestrian bridge across the river Jihlava
Ondřej, Václav ; Koláček, Jan (referee) ; Nečas, Radim (advisor)
The aim of this bachelor thesis is design of pedestian bridge across the river Jihlava. Out of three proposed variants was chosen frame construction. Calculation of load cases was made in software AxisVM and MS Excel. The construction was designed and assessed to the ultimate limit state and the serviceability limit state. The calculation was made according to valid standards.
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One span frame bridge
Buk, Petr ; Zich, Miloš (referee) ; Nečas, Radim (advisor)
The subject of this bachelor thesis is design of road bridge across the river. From the developed variants, one was selected. Selected variant deals with one span frame bridge. Construction is made of panel with run-ups from prestressed reinforced concrete. Bridge is designed perpendicular, with span range of 25,0 m. For the calculation of internal forces two computing models (rod and panel model) were made in SCIA Engineer 2018 program. Thesis deals with comparisons of internal forces in rod and panel model and comparison of short-term losses with SCIA Engineer 2018 program. Design and assesment of ultimate limit state and ultimate serviceability state was conducted in accordance with applicable standarts and regulations.
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