diplomska naloga
Marko Anclin (Avtor), Tatjana Isaković (Mentor), Tomo Cerovšek (Član komisije za zagovor), Aleksander Srdič (Član komisije za zagovor)

Povzetek

Projekt armiranobetonskega nadvoza v skladu z EVROKOD standardi

Ključne besede

gradbeništvo;diplomska dela;VSŠ;armiranobetonske konstrukcije;dimenzioniranje;standardi Evrokod;armaturni načrti;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [M. Anclin]
UDK: 006.77:624.012.45(043.2)
COBISS: 5912161 Povezava se bo odprla v novem oknu
Št. ogledov: 2249
Št. prenosov: 467
Ocena: 0 (0 glasov)
Metapodatki: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Ostali podatki

Sekundarni jezik: Angleški jezik
Sekundarni naslov: Design of reinforced concrete overpass according to EUROCODE standards
Sekundarni povzetek: The thesis includes the project of the reinforced concrete overpass, which crosses the railway. The analyzed structure was defined based on an existing prestressed overpass built in Tremerje. The deck in the analyzed reinforced concrete structure is increased comparing to the original overpass. The height of the deck is 2,5 m and 1,5 m in reinforced concrete and prestressed structure, respectively. For the analysis of the overpass the program SAP2000 has been used. Three different numerical models of the bridge were compared. The results, obtained with these models were very similar. For the design of the analyzed structure, the fundamental load combinations as defined in standards EUROCODE 0 and EUROCODE 1 have been considered. The detailing of the structure has been performed according to the standard EUROCODE 2, considering Ultimate Limit States and Serviceability Limit States. Construction and reinforcement plans have been obtained using computer program AutoCAD. Summary of the reinforcement has been also provided.
Sekundarne ključne besede: graduation thesis;Reinforced concrete construction;design;Eurocode standards;reinforcement plans;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo
Komentar na gradivo: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani: XIV, 112 str., 6 pril.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Design of reinforced concrete overpass according to EUROCODE standards
Ključne besede (ePrints): Armiranobetonske konstrukcije;dimenzioniranje;standardi Evrokod;armaturni načrti
Ključne besede (ePrints, sekundarni jezik): Reinforced concrete construction;design;Eurocode standards;reinforcement plans
Povzetek (ePrints): V diplomski nalogi sem analiziral armiranobetonski nadvoz nad železniško progo. Pri zasnovi konstrukcije sem upošteval obstoječi nadvoz, ki je zgrajen v Tremerju in ima prednapeto prekladno konstrukcijo. V armiranobetonski varianti, ki je obravnavana v okviru naloge sem višino prekladne konstrukcije moral povečati iz 1,5 m na 2,5 m. Analizo nadvoza sem naredil s programom SAP2000. Primerjal sem tri različne numerične modele, s katerimi sem dobil zelo podobne rezultate. Analizo obtežbe sem naredil v skladu s standardoma EVROKOD 0 in EVROKOD 1, upošteval sem le običajne projektne situacije. Konstrukcijo sem dimenzioniral v skladu s standardom EVROKOD 2. Pri dimenzioniranju sem upošteval mejna stanja nosilnosti in uporabnosti. V programu AutoCAD sem naredil opažne in armaturne načrte, katerim sem priložil tudi izvleček armature.
Povzetek (ePrints, sekundarni jezik): The thesis includes the project of the reinforced concrete overpass, which crosses the railway. The analyzed structure was defined based on an existing prestressed overpass built in Tremerje. The deck in the analyzed reinforced concrete structure is increased comparing to the original overpass. The height of the deck is 2,5 m and 1,5 m in reinforced concrete and prestressed structure, respectively. For the analysis of the overpass the program SAP2000 has been used. Three different numerical models of the bridge were compared. The results, obtained with these models were very similar. For the design of the analyzed structure, the fundamental load combinations as defined in standards EUROCODE 0 and EUROCODE 1 have been considered. The detailing of the structure has been performed according to the standard EUROCODE 2, considering Ultimate Limit States and Serviceability Limit States. Construction and reinforcement plans have been obtained using computer program AutoCAD. Summary of the reinforcement has been also provided.
Ključne besede (ePrints, sekundarni jezik): Reinforced concrete construction;design;Eurocode standards;reinforcement plans
ID: 8312493