Mlýnské Nivy bus terminal - Diltation A5
Mlýnské Nivy bus terminal - Diltation A5
Typ dokumentu
diplomová prácemaster thesis
Autor
Durgesh Sakharam Patil
Vedoucí práce
Foglar Marek
Oponent práce
Petřík Milan
Studijní obor
Building StructuresStudijní program
Civil EngineeringInstituce přidělující hodnost
katedra betonových a zděných konstrukcíObhájeno
2023-02-06Práva
A university thesis is a work protected by the Copyright Act. Extracts, copies and transcripts of the thesis are allowed for personal use only and at one?s own expense. The use of thesis should be in compliance with the Copyright Act http://www.mkcr.cz/assets/autorske-pravo/01-3982006.pdf and the citation ethics http://knihovny.cvut.cz/vychova/vskp.htmlVysokoškolská závěrečná práce je dílo chráněné autorským zákonem. Je možné pořizovat z něj na své náklady a pro svoji osobní potřebu výpisy, opisy a rozmnoženiny. Jeho využití musí být v souladu s autorským zákonem http://www.mkcr.cz/assets/autorske-pravo/01-3982006.pdf a citační etikou http://knihovny.cvut.cz/vychova/vskp.html
Metadata
Zobrazit celý záznamAbstrakt
The subject of this thesis is the pre-stressing design of Mlynske Nivy bus terminal, section AS. Prestressed concrete is specific construction technology extensively used especially for bridges, but it is possible to use it for a variety of large-span structures similar to floor slabs or beams. The preface focuses on the subject of the specifics of prestressed concrete in erecting structures. The thesis also compactly describes the design of a bus station as a multifunctional house, its location, and disposition, likewise, the task is the evaluation of the load-bearing concrete structure. Along with this, the topic of this project is software analysis of the most complicated floor slab, first designed in reinforced concrete, then in prestressed concrete. The element of the analysis is the explanation of the use of prestressed concrete in the project. In this part, the thesis smoothly passes to the commented structural analysis of the slab & beam in detail. The beam was chosen so that the principles of its design could be applied to other segments of the slab, even other floors of the building. Eventually, the subject is a design of concrete structure reinforcement in parts of the slab where prestress was designed so that the solution of a typical section of the slab is complete. Furthermore, the design of the staircase, ramps, columns, shear wall (core wall), analysis of sheeting walls and checks, and then the design of the group pile is done using the software for the prestressed concrete structure. Lastly, drawings of prestressing and reinforcement of the solved parts of this all discussed elements are attached to this thesis. The subject of this thesis is the pre-stressing design of Mlynske Nivy bus terminal, section AS. Prestressed concrete is specific construction technology extensively used especially for bridges, but it is possible to use it for a variety of large-span structures similar to floor slabs or beams. The preface focuses on the subject of the specifics of prestressed concrete in erecting structures. The thesis also compactly describes the design of a bus station as a multifunctional house, its location, and disposition, likewise, the task is the evaluation of the load-bearing concrete structure. Along with this, the topic of this project is software analysis of the most complicated floor slab, first designed in reinforced concrete, then in prestressed concrete. The element of the analysis is the explanation of the use of prestressed concrete in the project. In this part, the thesis smoothly passes to the commented structural analysis of the slab & beam in detail. The beam was chosen so that the principles of its design could be applied to other segments of the slab, even other floors of the building. Eventually, the subject is a design of concrete structure reinforcement in parts of the slab where prestress was designed so that the solution of a typical section of the slab is complete. Furthermore, the design of the staircase, ramps, columns, shear wall (core wall), analysis of sheeting walls and checks, and then the design of the group pile is done using the software for the prestressed concrete structure. Lastly, drawings of prestressing and reinforcement of the solved parts of this all discussed elements are attached to this thesis.
Kolekce
- Diplomové práce - 11133 [446]