Original title: Dvoutrámový předpjatý most
Translated title: Prestressed double-T bridge
Authors: Padyšák, Lukáš ; Panáček, Josef (referee) ; Koláček, Jan (advisor)
Document type: Bachelor's theses
Year: 2024
Language: cze
Publisher: Vysoké učení technické v Brně. Fakulta stavební
Abstract: [cze] [eng]
Témou bakalárskej prace je návrh a posúdenie nosnej konštrukcie mostu. Boli vypracované tri varianty a z nich bol vybraný najvhodnejší variant. Zvolená nosná konštrukcia mostu je riešená ako dvojtrámová konštrukcia z predpätého betónu o jednom poli s rozpätím mostu 30 m. Pre výpočet účinkov zaťaženia a časové analýzu TDA je použitý software Midas Civil. Návrh a posúdenie je spracované podľa platných európskych noriem. The topic of the bachelor thesis is the design and assessment of the supporting structure of a bridge. Three variants were developed, and the most suitable one was selected from them. The chosen supporting structure of the bridge is designed as a double-T beam made of prestressed concrete with a single span of 30 meters. Midas Civil software were used for the calculation of load effects and time-dependent analysis (TDA). The design and assessment were processed according to applicable European standards.
Keywords: Bridge; double-T beam; internal forces; prestressed concrete; serviceability limit state; time-dependent analysis (TDA); traffic load; ultimate limit state; dvojtrámová konštrukcia; medzný stav použiteľnosti; medzný stav únosnosti; Most; predpätý betón; vnútorne sily; zaťaženie dopravou; časová analýza TDA

Institution: Brno University of Technology (web)
Document availability information: Fulltext is available in the Brno University of Technology Digital Library.
Original record: https://hdl.handle.net/11012/247938

Permalink: http://www.nusl.cz/ntk/nusl-617907


The record appears in these collections:
Universities and colleges > Public universities > Brno University of Technology
Academic theses (ETDs) > Bachelor's theses