diplomska naloga
Marko Anclin (Author), Tatjana Isaković (Mentor), Tomo Cerovšek (Thesis defence commission member), Aleksander Srdič (Thesis defence commission member)

Abstract

Projekt armiranobetonskega nadvoza v skladu z EVROKOD standardi

Keywords

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

Data

Language: Slovenian
Year of publishing:
Source: Ljubljana
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [M. Anclin]
UDC: 006.77:624.012.45(043.2)
COBISS: 5912161 Link will open in a new window
Views: 2249
Downloads: 467
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Other data

Secondary language: English
Secondary title: Design of reinforced concrete overpass according to EUROCODE standards
Secondary abstract: 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.
Secondary keywords: graduation thesis;Reinforced concrete construction;design;Eurocode standards;reinforcement plans;
File type: application/pdf
Type (COBISS): Undergraduate thesis
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: XIV, 112 str., 6 pril.
Type (ePrints): thesis
Title (ePrints): Design of reinforced concrete overpass according to EUROCODE standards
Keywords (ePrints): Armiranobetonske konstrukcije;dimenzioniranje;standardi Evrokod;armaturni načrti
Keywords (ePrints, secondary language): Reinforced concrete construction;design;Eurocode standards;reinforcement plans
Abstract (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.
Abstract (ePrints, secondary language): 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.
Keywords (ePrints, secondary language): Reinforced concrete construction;design;Eurocode standards;reinforcement plans
ID: 8312493