Zobrazit minimální záznam

Prestressed building of the National Technical Library in Prague



dc.contributor.advisorFoglar Marek
dc.contributor.authorSalcedo Salinas Fiorella Silvana
dc.date.accessioned2017-06-13T12:43:23Z
dc.date.available2017-06-13T12:43:23Z
dc.date.issued2017-05-30
dc.identifierKOS-757373500305
dc.identifier.urihttp://hdl.handle.net/10467/70719
dc.description.abstractV rámci práce byl zadán půdorys typického patra Národní technické knihovnycze
dc.description.abstractIn this thesis, the concrete layout of the National Technical Library (Annex #) was given in order to develop a solution for the structural design of the slab. The architectural layout of slab was visually analyzed to understand its complexity. Next, the model of the structure in the finite element software SCIA Engineer was done to evaluate more in depth the structural behavior of the slab against the imposed loadings. Three models were prepared before obtaining one that could show proper results. For the first model, some interesting features of the software were used to model the structure as similar as possible to the real one but the model was not working, thus, the model was simplified. With this results the possibility of using conventional concrete for the design of this slab was assessed. The main indicator used for this purpose was the long-term deflection of the slab, which resulted more that the permitted limit. As expected, the solution of the structure with conventional reinforced concrete was not possible. Therefore, it was decided to use pre-stressed concrete to reinforce the structure given the characteristics of the architecture. The method used for the design and modeling was the load balancing method. The pre-stressed reinforcement was designed to balance 80% of the dead load and then modeled in SCIA Engineer. Finally, the results were checked in the Ultimate limit state and the Serviceability limit state.eng
dc.language.isoENG
dc.publisherČeské vysoké učení technické v Praze. Vypočetní a informační centrum.cze
dc.publisherCzech Technical University in Prague. Computing and Information Centre.eng
dc.rightsA 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.htmleng
dc.rightsVysokoškolská 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.htmlcze
dc.subjectPředpjatá stavba, návrh a kontrola, základní betonové detaily.cze
dc.subjectPrestressed building, design and check, basic concrete details.eng
dc.titleKonstrukce předpjaté budovy Národní technické knihovny v Prazecze
dc.titlePrestressed building of the National Technical Library in Pragueeng
dc.typediplomová prácecze
dc.typemaster thesiseng
dc.date.accepted
dc.contributor.refereeHavlíček Vít
theses.degree.disciplineBuilding Structurescze
theses.degree.grantorkatedra betonových a zděných konstrukcícze
theses.degree.programmeCivil Engineeringcze


Soubory tohoto záznamu






Tento záznam se objevuje v následujících kolekcích

Zobrazit minimální záznam