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Reconstruction of the cable suspended footbridge in Kroměříž
Liška, Jaroslav ; Kulhavý,, Tomáš (referee) ; Klusáček, Ladislav (advisor)
The Diploma thesis deals with the reconstruction design of a footbridge in the city of Kroměříž, Czech Republic. The footbridge would serve as safe transport for pedestrians over the Morava river. The main objective of the thesis is to conceive two or three reconstruction designs. The most suitable one will be opted for and elaborated in more detail. Eventually, strengthening of the bridge by means of additional prestressing using mono-strand post-tensioning systems is picked as the best solution of the planned reconstruction. The monostrand post-tensioning system is led under the deck, the cross section being outside. External cables are anchored in concrete blocks built around existing supports. Load-generated internal forces are calculated on a spatial bar model with non-linear first-order analysis. The calculation is executed using the finite element method in the midas Civil programme. The chosen reconstruction design is then assessed against load capacity limit states, and functionality. Also, the designed reconstruction is assed for dynamic effects. Results are compared with existing structure, and verified against the real-time tensometric measurement-obtained data. Dimensions, assessment of load-bearing structure, and structural details are all made according to valid Eurocodes.
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Stteel Structure of Auto Showroom
Sztulová, Petra ; Štrba, Michal (referee) ; Hron, Lukáš (advisor)
Bachelor's thesis solves the design and assessment of the load bering structure of car showroom. The building is a single-storey, rectangular shape with dimensions of 15 x 30 m and a height of 7 m. Structure is formed by the roof cladding, purlins, rafters, columns and perimeter walls of glass.
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The steel structure of a sports hall
Vaněček, Milan ; Pilgr,, Milan (referee) ; Štrba, Michal (advisor)
Master thesis is focused on design of steel roofing structure of sports hall. Construction is located in town of Jihlava. Proportions and disposition are in accordance of assignment of master thesis. The proportions are 40m x 60m, the height of structure is approximately 15m. Two versions of roof structure were designed – truss beam with shape of lentil and double reverse truss girders (girland truss). These versions were tentatively analyzed and designed for the main bearing members. Afterwards both of the versions were appraised and one of the versions was chosen for detailed treatment. It means there was attention focused on design of important details, creating of drawing documentation and technical report, all in the range of thesis supervisor. The valid Eurocodes were used.
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The steel structure of a shelter
Kuba, Cyril ; Hron, Lukáš (referee) ; Štrba, Michal (advisor)
A new steel structure of a gas station. Shape and dimensions design. Determination of innerforces and dimensioning of main bearing elements for two variants. Comparison of variants. Structural analysis of the choosen variant. Section plan of steel structure is 12 m x 18 m. Choosen variant is created by beams, purlins and columns. Height of construction is 4,10 m.
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Reconstruction of the cable suspended footbridge in Kroměříž
Liška, Jaroslav ; Kulhavý,, Tomáš (referee) ; Klusáček, Ladislav (advisor)
The Diploma thesis deals with the reconstruction design of a footbridge in the city of Kroměříž, Czech Republic. The footbridge would serve as safe transport for pedestrians over the Morava river. The main objective of the thesis is to conceive two or three reconstruction designs. The most suitable one will be opted for and elaborated in more detail. Eventually, strengthening of the bridge by means of additional prestressing using mono-strand post-tensioning systems is picked as the best solution of the planned reconstruction. The monostrand post-tensioning system is led under the deck, the cross section being outside. External cables are anchored in concrete blocks built around existing supports. Load-generated internal forces are calculated on a spatial bar model with non-linear first-order analysis. The calculation is executed using the finite element method in the midas Civil programme. The chosen reconstruction design is then assessed against load capacity limit states, and functionality. Also, the designed reconstruction is assed for dynamic effects. Results are compared with existing structure, and verified against the real-time tensometric measurement-obtained data. Dimensions, assessment of load-bearing structure, and structural details are all made according to valid Eurocodes.
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The steel structure of a sports hall
Vaněček, Milan ; Pilgr,, Milan (referee) ; Štrba, Michal (advisor)
Master thesis is focused on design of steel roofing structure of sports hall. Construction is located in town of Jihlava. Proportions and disposition are in accordance of assignment of master thesis. The proportions are 40m x 60m, the height of structure is approximately 15m. Two versions of roof structure were designed – truss beam with shape of lentil and double reverse truss girders (girland truss). These versions were tentatively analyzed and designed for the main bearing members. Afterwards both of the versions were appraised and one of the versions was chosen for detailed treatment. It means there was attention focused on design of important details, creating of drawing documentation and technical report, all in the range of thesis supervisor. The valid Eurocodes were used.
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Stteel Structure of Auto Showroom
Sztulová, Petra ; Štrba, Michal (referee) ; Hron, Lukáš (advisor)
Bachelor's thesis solves the design and assessment of the load bering structure of car showroom. The building is a single-storey, rectangular shape with dimensions of 15 x 30 m and a height of 7 m. Structure is formed by the roof cladding, purlins, rafters, columns and perimeter walls of glass.
|
|
|
The steel structure of a shelter
Kuba, Cyril ; Hron, Lukáš (referee) ; Štrba, Michal (advisor)
A new steel structure of a gas station. Shape and dimensions design. Determination of innerforces and dimensioning of main bearing elements for two variants. Comparison of variants. Structural analysis of the choosen variant. Section plan of steel structure is 12 m x 18 m. Choosen variant is created by beams, purlins and columns. Height of construction is 4,10 m.
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