|
|
Static provision of baroque church
Kadlec, Jaroslav ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
The master´s thesis solves a static provision of the Baroque church of Saint James in Městečko Trnávka. The church was built in 1752 in Baroque style on the place of the original Romanesque church. It is a single-nave building with dimensions of about 46 × 20 m. The nave is followed by a massive square tower with a height of about 34 m. The reason for the restoration of the church are cracks in the external masonry and arch due to small space stiffness. The building will be reinforced by horizontal and transverse prestressing. They are designed prestressing tendons, called monostrands, using method of alternative cable channels. It will help to avoid other derformations and it will increase a stiffness of the structure.
|
|
|
Design of exhibition hall roof
Němec, Petr ; Ing.Paris Chalivopulos (referee) ; Zich, Miloš (advisor)
The Diploma’s thesis is focused on the design of selected parts of reinforced concrete exhibition hall (prestressed concrete purlin, prestressed concrete girder, reinforced concrete column, reinforced concrete footing, post-tensioned concrete girders). The load calculation (the self weight, the permanent load, the wind load, the snow load and imposed load), the design and the review of selected reinforced concrete items and the drawing documentation are included in this thesis.
|
|
|
Foundation Design of the Athletics Stadium in Pilsner
Drs, Jakub ; Boštík, Jiří (referee) ; Glisníková, Věra (advisor)
The task of thisbachelor dissertation is to describe the concept of safe and economic foundation of the athletic stadium in Plzeň, the Czech Republic. The concept and assessment are developer on the basis of obtained geotechnical conditions and the load of the construction. The calculations are based upon valid forms and the concept approaches. Furthermore, the thesis focuses on technology and working proces of large diameter bored piles.
|
|
|
Static analysis of sports hall
Jedlička, Michal ; Nevařil, Aleš (referee) ; Vlk, Zbyněk (advisor)
This Bachelor´s thesis is about the static analysis of sports hall in Libina. I have used a program RFEM for making the model. The model was elaborated according to the provided project documentation and valid regulations ČSN EN. The aim of this work is to analyze the real construction and to point out to the formation of possible problems.
|
|
|
Analysis of engineering geological and geotechnical conditions in the MSW landfill Úholičky
Matoušová, Jana ; Kudrna, Zdeněk (advisor) ; Rout, Jiří (referee)
This thesis analyzes the engineering-geological and geotechnical conditions MSW landfills in Úholičky. It includes the methodology of field mapping and documentation work, evaluation of natural conditions the area of interest, the assessment of geotechnical properties of rocks and soils and geotechnical conditions at the landfill and finally deals with risk analysis MSW landfill in Úholičky. At the same thesis includes a search of domestic and foreign literature. The outcome of their work is the engineering map, evaluation and interpretation of the data from the MSW landfill settlement Úholičky. This interpretation has use for further progress of the construction landfill. Powered by TCPDF (www.tcpdf.org)
|
|
|
Static analysis of sports hall
Jedlička, Michal ; Nevařil, Aleš (referee) ; Vlk, Zbyněk (advisor)
This Bachelor´s thesis is about the static analysis of sports hall in Libina. I have used a program RFEM for making the model. The model was elaborated according to the provided project documentation and valid regulations ČSN EN. The aim of this work is to analyze the real construction and to point out to the formation of possible problems.
|
|
|
Design of exhibition hall roof
Němec, Petr ; Ing.Paris Chalivopulos (referee) ; Zich, Miloš (advisor)
The Diploma’s thesis is focused on the design of selected parts of reinforced concrete exhibition hall (prestressed concrete purlin, prestressed concrete girder, reinforced concrete column, reinforced concrete footing, post-tensioned concrete girders). The load calculation (the self weight, the permanent load, the wind load, the snow load and imposed load), the design and the review of selected reinforced concrete items and the drawing documentation are included in this thesis.
|
|
|
Static provision of baroque church
Kadlec, Jaroslav ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
The master´s thesis solves a static provision of the Baroque church of Saint James in Městečko Trnávka. The church was built in 1752 in Baroque style on the place of the original Romanesque church. It is a single-nave building with dimensions of about 46 × 20 m. The nave is followed by a massive square tower with a height of about 34 m. The reason for the restoration of the church are cracks in the external masonry and arch due to small space stiffness. The building will be reinforced by horizontal and transverse prestressing. They are designed prestressing tendons, called monostrands, using method of alternative cable channels. It will help to avoid other derformations and it will increase a stiffness of the structure.
|
|
|
Foundation Design of the Athletics Stadium in Pilsner
Drs, Jakub ; Boštík, Jiří (referee) ; Glisníková, Věra (advisor)
The task of thisbachelor dissertation is to describe the concept of safe and economic foundation of the athletic stadium in Plzeň, the Czech Republic. The concept and assessment are developer on the basis of obtained geotechnical conditions and the load of the construction. The calculations are based upon valid forms and the concept approaches. Furthermore, the thesis focuses on technology and working proces of large diameter bored piles.
|
|
| |
guest ::
