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Arch bridge across the highway
Olšák, Martin ; Trenz, Jan (referee) ; Nečas, Radim (advisor)
The subject of this diploma thesis is design of arch bridge across the highway. Has been elected self-anchored structure with span of arch 60 m and trapezoid bridge deck from prestressed concrete. The load effects is calculated by software Scia Engineer including time dependent analysis. The supporting structure is assessed for the ultimate limit state and serviceability limit state. Static assessment is done by hand calculation according to CSN EN 1992-2. Part of the thesis is drawing and visualization of the bridge.
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Pedestrian bridge across the river Labe
Libiger, Martin ; Trenz, Jan (referee) ; Nečas, Radim (advisor)
The thesis deals with a design of the river Labe bridging in the city Hradec Kralove. In order to make option for cyclists and pedistrians to cross between shores. There were made three design variants. For detailed solution curved twin-arm arched structure was chosen. The aim of the thesis was design and assessment of Bering strucutre of the footbridge according ultimate limit states and serviceability limit state given by valid Eurocodes.
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Arch footbridge over the Bečva River
Matěják, Jan ; Sliwka, Pavel (referee) ; Nečas, Radim (advisor)
The subject of the thesis is the design of a footbridge over the Bečva river in Vsetín. Three studies of possible designs have been prepared, two of which are further elaborated. The first variant is studying a footbridge supported by an outwardly inclined arch supporting the footbridge from one side. The second variant is supported by outwardly inclined steel arches on both sides. This option is further expanded in the form of a structural calculations, drawings and the footbridge is also assessed in terms of structural dynamics.
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Arch bridge over a highway
Pěkník, Robin ; Zobek, Svatopluk (referee) ; Panáček, Josef (advisor)
The subject of this master's thesis is design of road bridge over highway D1 by the city Přerov. From the three proposed solutions has been chosen bridge with self-anchored arched structure which is good for deep notch. The concrete bridge was designed and assessed according to current Eurocodes. The thesis includes detailed structural analysis, drawings and visualization of the bridge. The analysis was performed using software Scia Engineer including time dependent analysis (TDA). Assessment of structure was made in Excel or by hand.
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Stress ribbon bridge supported on arch
Duranová, Anna ; Kaláb,, Pavel (referee) ; Koláček, Jan (advisor)
The Master’s Thesis deals with designing a bridge for pedestrians and cyclists over the riverbed. Two studies of the construction, including their evaluation, were carried out. Subsequently, the variant of the stress ribbon bridge supported on arch was selected and drawn up. The design of the self-anchored structure was carried out and the computational model was created in the Ansys software. Dimensioning of the prefabricated segment, the monolithic arch and the struts were performer according to the limit states. The calculations were made in MS Excel. The calculation procedure adhered to valid standard and regulations.
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Arch bridge across the highway
Olšák, Martin ; Trenz, Jan (referee) ; Nečas, Radim (advisor)
The subject of this diploma thesis is design of arch bridge across the highway. Has been elected self-anchored structure with span of arch 60 m and trapezoid bridge deck from prestressed concrete. The load effects is calculated by software Scia Engineer including time dependent analysis. The supporting structure is assessed for the ultimate limit state and serviceability limit state. Static assessment is done by hand calculation according to CSN EN 1992-2. Part of the thesis is drawing and visualization of the bridge.
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Arch bridge over a highway
Pěkník, Robin ; Zobek, Svatopluk (referee) ; Panáček, Josef (advisor)
The subject of this master's thesis is design of road bridge over highway D1 by the city Přerov. From the three proposed solutions has been chosen bridge with self-anchored arched structure which is good for deep notch. The concrete bridge was designed and assessed according to current Eurocodes. The thesis includes detailed structural analysis, drawings and visualization of the bridge. The analysis was performed using software Scia Engineer including time dependent analysis (TDA). Assessment of structure was made in Excel or by hand.
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Pedestrian bridge across the river Labe
Libiger, Martin ; Trenz, Jan (referee) ; Nečas, Radim (advisor)
The thesis deals with a design of the river Labe bridging in the city Hradec Kralove. In order to make option for cyclists and pedistrians to cross between shores. There were made three design variants. For detailed solution curved twin-arm arched structure was chosen. The aim of the thesis was design and assessment of Bering strucutre of the footbridge according ultimate limit states and serviceability limit state given by valid Eurocodes.
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