diplomska naloga
Marko Cilenšek (Author), Jože Korelc (Mentor), Tomo Cerovšek (Thesis defence commission member), Primož Može (Co-mentor)

Abstract

V diplomski nalogi je v skladu s predpisi Eurocode izvedena ter prikazana statična analiza petnadstropne stanovanjske stavbe. Nosilna konstrukcija stavbe je jeklena. Medetažna konstrukcija je izvedena kot armirano betonska plošča. Upoštevani so vsi vplivi, ki delujejo na konstukcijo; to so stalni vplivi, vplivi koristne obtežbe, obtežbe snega, vetra in potresnega delovanja. S pomočjo programa Scia Engineer je bila na prostorskem modelu izvedena statična in seizmična analiza objekta. Opravljena je tudi analiza sekundarnih nosilcev v sovprežni izvedbi. Prikazano je dimenzioniranje polnonosilnega momentnega spoja nosilca s stebrom, pa tudi členkast spoj sekundarnega nosilca, pritrjenega na primarni nosilec. Na koncu je prikazana požarna analiza nosilca in stebra. Izvedeni so tudi pozicijski načrti konstrukcije in načrti obravnavanih spojev.

Keywords

gradbeništvo;diplomska dela;B-GR;jeklena konstrukcija;Evrokod;statična analiza;seizmična analiza;požarna analiza;

Data

Language: Slovenian
Year of publishing:
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [M. Cilenšek]
UDC: 624.014:624.04:728.2(043.2)
COBISS: 6976609 Link will open in a new window
Views: 3961
Downloads: 470
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Other data

Secondary language: English
Secondary title: Five-story apartment building with load bearing structure made of steel
Secondary abstract: This graduation thesis deals with static analysis of five-story apartment building in compliance with the Eurocode standard. The load bearing structure is made of steel. The interstory slab is made of reinforced concrete. All the effects influencing the construction are considered namely permanent load, imposed load, snow load, wind load and seismic actions. The static and seismic analysis of stucture is made on a spatial model with the Scia Engineer programme. The analysis of the secondary composit beam was made as well. Two types of designs of joints are presented: the full-strenght moment resisting beam to column connection, and the hinged secondary beam to primary beam connection. In the final section of the thesis the structural fire design of the beam and the column is presented. The thesis concludes with the positional plans and drawings of the existing joints.
Secondary keywords: graduation thesis;civil engineering;steel construction;Eurocode;static analysis;seismic analysis;fire analysis;
File type: application/pdf
Type (COBISS): Bachelor thesis/paper
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: XII, 107 str., 5 pril.
ID: 8752167