ČVUT DSpace
  • Search DSpace
  • Čeština
  • Login
  • Čeština
  • Čeština
View Item 
  •   ČVUT DSpace
  • Czech Technical University in Prague
  • Faculty of Civil Engineering
  • Department of Concrete and Masonry Structures
  • Master Theses - 11133
  • View Item
  • Czech Technical University in Prague
  • Faculty of Civil Engineering
  • Department of Concrete and Masonry Structures
  • Master Theses - 11133
  • View Item
JavaScript is disabled for your browser. Some features of this site may not work without it.

Mlýnské Nivy bus terminal - Diltation A5

Mlýnské Nivy bus terminal - Diltation A5

Type of document
diplomová práce
master thesis
Author
Durgesh Sakharam Patil
Supervisor
Foglar Marek
Opponent
Petřík Milan
Field of study
Building Structures
Study program
Civil Engineering
Institutions assigning rank
katedra betonových a zděných konstrukcí
Defended
2023-02-06



Rights
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.html
Vysokoškolská 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
Show full item record
Abstract
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.
 
URI
http://hdl.handle.net/10467/107462
View/Open
PLNY_TEXT (14.40Mb)
PRILOHA (279.6Kb)
PRILOHA (436.3Kb)
PRILOHA (349.4Kb)
PRILOHA (197.1Kb)
PRILOHA (250.4Kb)
PRILOHA (110.3Kb)
PRILOHA (199.6Kb)
PRILOHA (87.89Kb)
PRILOHA (128.3Kb)
POSUDEK (219.4Kb)
POSUDEK (49.65Kb)
Collections
  • Diplomové práce - 11133 [488]

České vysoké učení technické v Praze copyright © 2016 

DSpace software copyright © 2002-2016  Duraspace

Contact Us | Send Feedback
Theme by 
@mire NV
 

 

Useful links

CTU in PragueCentral library of CTUAbout CTU Digital LibraryResourcesStudy and library skillsResearch support

Browse

All of DSpaceCommunities & CollectionsBy Issue DateAuthorsTitlesSubjectsThis CollectionBy Issue DateAuthorsTitlesSubjects

My Account

Login

České vysoké učení technické v Praze copyright © 2016 

DSpace software copyright © 2002-2016  Duraspace

Contact Us | Send Feedback
Theme by 
@mire NV