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Cable-stayed bridge across the River Morava
Damek, Martin ; Páleník, Petr (referee) ; Nečas, Radim (advisor)
The subject of this master thesis is a design of a bridge for pedestrians and cyclists across the river Morava in Olomouc. Within the scope of thesis there are 3 studies of bridges. Cable-stayed bridge with prestressed spine beam was found appropriate and further calculations were assessed. Static calculations of prestressed spine deck and reinforced concrete pylon were made. Eigen frequencies and modes of construction were obtained. Internal forces were provided by SCIA Engineer with effect of non-linear parameters. Calculations were made according to valid standards and regulations.
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Bike bridge over the Nitra river
Teplanová, Alžbeta ; Páleník, Petr (referee) ; Koláček, Jan (advisor)
The subject of the diploma thesis is the design of variants of the construction of a footbridge for pedestrians and cyclists over the Nitra River. Two variants were created. After the comparison, a variant of the suspended footbridge was selected, which was modeled using the Midas Civil program and then statically assessed. The footbridge consists of a monolithic deck made of prestressed concrete. The pylons are located on one side of the bank
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Continuous box girder bridge
Hajnoš, Mário ; Páleník, Petr (referee) ; Koláček, Jan (advisor)
The topic of this thesis is detailed design of supporting structure of continous box girder bridge across a deep valley called Lazný creek. The bridge have to pass the second class road with category S 9,5. The design is processed by two options. The chosen option is designed as a girder with five spans 44,8 m + 55 m + 55 m + 55 m +44,8 m. Total length of bridge is 268,57 m, the main girder is gradually cast into the formwork suspended on a special ceiling scaffolding. The axis of the bridge is in a plan straight with the constant transversal slope 2,5 %. The thesis contains six models in software SCIA ENGINEER. Part of the work is situated on time depended analysis with construction phases. Assesment of ultimate limit states and serviceability limit states were done by hand according to the valid standards and regulations. Structural analysis, drawing documentation and vizualization are parts of this work.
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Determination of the Difference of Garage Prices at a House in Olomouc
Páleník, Petr ; Superatová, Alena (referee) ; Weigel, Lubomír (advisor)
Master thesis is focused on determination of differences in ways of valuation in city Olomouc. Fifteen garages were used to price estimate in this city. The first part of work deals with basic terms and theoretical definition of methods of valuation. Due to instructions of the work, the methods of valuation were chosen: cost method, comparison according to law and comparison based on databases. In the following parts are described chosen garages and there is undertaken evaluation. Differences of ways of valuation and their causes, which are based on obtained data, are discussed at the end of work.
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Footbridge across the expressway
Páleník, Petr ; Kocourek, Petr (referee) ; Nečas, Radim (advisor)
The aim of this master thesis is a design of the pedestrian bridge across the highway. The bridge is formed by a slab structure of 6 spans with lenghts from 9 to 51 m. The main spans are suspended on a V shape pylon. The deck of the span across the highway is assambled of precast segments and composite deck slab. The deck is in the lenghtways kept in the parabolic arch. The model of the construction is made in software ANSYS, the solution was done non-linear. The design and assessment are according to the europien standard.
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Continuous box girder bridge
Hajnoš, Mário ; Páleník, Petr (referee) ; Koláček, Jan (advisor)
The topic of this thesis is detailed design of supporting structure of continous box girder bridge across a deep valley called Lazný creek. The bridge have to pass the second class road with category S 9,5. The design is processed by two options. The chosen option is designed as a girder with five spans 44,8 m + 55 m + 55 m + 55 m +44,8 m. Total length of bridge is 268,57 m, the main girder is gradually cast into the formwork suspended on a special ceiling scaffolding. The axis of the bridge is in a plan straight with the constant transversal slope 2,5 %. The thesis contains six models in software SCIA ENGINEER. Part of the work is situated on time depended analysis with construction phases. Assesment of ultimate limit states and serviceability limit states were done by hand according to the valid standards and regulations. Structural analysis, drawing documentation and vizualization are parts of this work.
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Cable-stayed bridge across the River Morava
Damek, Martin ; Páleník, Petr (referee) ; Nečas, Radim (advisor)
The subject of this master thesis is a design of a bridge for pedestrians and cyclists across the river Morava in Olomouc. Within the scope of thesis there are 3 studies of bridges. Cable-stayed bridge with prestressed spine beam was found appropriate and further calculations were assessed. Static calculations of prestressed spine deck and reinforced concrete pylon were made. Eigen frequencies and modes of construction were obtained. Internal forces were provided by SCIA Engineer with effect of non-linear parameters. Calculations were made according to valid standards and regulations.
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Determination of the Difference of Garage Prices at a House in Olomouc
Páleník, Petr ; Superatová, Alena (referee) ; Weigel, Lubomír (advisor)
Master thesis is focused on determination of differences in ways of valuation in city Olomouc. Fifteen garages were used to price estimate in this city. The first part of work deals with basic terms and theoretical definition of methods of valuation. Due to instructions of the work, the methods of valuation were chosen: cost method, comparison according to law and comparison based on databases. In the following parts are described chosen garages and there is undertaken evaluation. Differences of ways of valuation and their causes, which are based on obtained data, are discussed at the end of work.
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Footbridge across the expressway
Páleník, Petr ; Kocourek, Petr (referee) ; Nečas, Radim (advisor)
The aim of this master thesis is a design of the pedestrian bridge across the highway. The bridge is formed by a slab structure of 6 spans with lenghts from 9 to 51 m. The main spans are suspended on a V shape pylon. The deck of the span across the highway is assambled of precast segments and composite deck slab. The deck is in the lenghtways kept in the parabolic arch. The model of the construction is made in software ANSYS, the solution was done non-linear. The design and assessment are according to the europien standard.
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