magistrsko delo št.: 265/II. GR
Samida Ferizović (Author), Sebastjan Bratina (Mentor), Vojkan Jovičić (Co-mentor)

Abstract

konstrukcij na praktičnem primeru ob sočasni uporabi programa Sofistik. Tako v magistrski nalogi obravnavamo armiranobetonski podporni zid na portalu enega izmed predorov na hitri cesti Velenje – Slovenj Gradec, ki se projektirajo v okviru 3. razvojne osi. V prvem delu naloge predstavimo inženirske, geološko-geomehanske in hidrološke značilnosti, ki jih potrebujemo za analizo. Vse navedene podatke smo pridobili iz obstoječe projektne dokumentacije. V nadaljevanju je prikazana izdelava 3D idealiziranega računskega modela podpornega zidu s pomočjo programa Sofistik. Zaradi zahtevnosti in obsežnosti konstrukcije obravnavamo le karakteristični del podpornega zidu. Rezultate analize uporabimo za dimenzioniranje konstrukcije. Na podlagi potrebnih količin armature izdelamo armaturne načrte značilnih nosilnih elementov obravnavanega podpornega zidu.

Keywords

gradbeništvo;magistrska dela;GR;armiranobetonski podporni zid;3D idealiziran model;Sofistik;analiza;dimenzioniranje armature;

Data

Language: Slovenian
Year of publishing:
Typology: 2.09 - Master's Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [S. Ferizović]
UDC: 624.1:691.328(497.4)(043.3)
COBISS: 139509507 Link will open in a new window
Views: 54
Downloads: 30
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Other data

Secondary language: English
Secondary title: Analysis of retaining wall on south portal of tunnel Vodriž in program Sofistik
Secondary abstract: The purpose of the master thesis is to apply knowledge in the field of analysis and dimensioning of reinforced concrete structure on a practical example, while using the commercial program Sofistik. Thus, in the master's thesis we deal with the reinforced concrete retaining wall on the portal of one of the tunnels on fast highway Velenje – Slovenj Gradec, which are designed as part of the project ¨3rd development axis˝. In the first part of the thesis, we present the engineering, geological-geomechanical and hydrological conditions, that we need as input for the analysis. All the above information was obtained from the existing project documentation. The following is the production of an idealized 3D computational model of a retaining wall using a commercial program Sofistik. Due to the complexity and extent of the construction, we considered only a characteristic section of the retaining wall. The results of the analysis are used to dimension the structure. Based on the required quantities of reinforcement, we made reinforcement plans of typical load-bearing elements of the given retaining wall.
Secondary keywords: civil engineering;master thesis;reinforced concrete retaining wall;3D idealized model;Sofistik;analysis;design of reinforcement;
Type (COBISS): Master's thesis/paper
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: XII, 103 str., 5 pril.
ID: 17916515