diplomska naloga
Miha Blatnik (Author), Leon Hladnik (Mentor), Primož Može (Co-mentor)

Abstract

V diplomski nalogi so obravnavani značilni spoji v jeklenih konstrukcijah. V prvem delu diplomske naloge je predstavljeno teoretično ozadje komponentne metode po SIST EN 1993-1-8 in ozadje delovanja programa IDEA StatiCa. V drugem delu sledi kontrola spoja steber-prečka po komponentni metodi v skladu s SIST EN 1993-1-8, ki je v zaključnem delu primerjan z rezultati analize v programu IDEA StatiCa. V zaključnem delu so izvedeni praktični primeri spojev v programu IDEA StatiCa in primerjani z rezultati pridobljenimi iz programa CoP ter statičnimi izračuni podjetja Trimo. Vse kontrole spojev so izvedene po trenutno veljavnih Evrokod standardih.

Keywords

gradbeništvo;diplomska naloga;VSŠ;OG-MK;spoji;komponentna metoda;IDEA StatiCa;program;

Data

Language: Slovenian
Year of publishing:
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [M. Blatnik]
UDC: 004.4:624.014.2(043.2)
COBISS: 8507233 Link will open in a new window
Views: 1364
Downloads: 791
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Other data

Secondary language: English
Secondary title: Check of typical joints in steel structures with program IDEA StatiCa
Secondary abstract: The final thesis focuses on the check of typcal joints in steel structures. The first part of final thesis presents theoretical background of component method in accordance with standard SIST EN 1993-1-8 and background of program IDEA StatiCa. In the second part of final thesis follows the check of column-beam joint in accordance with standard SIST EN 1993-1-8, which is in the final part compare with the results from IDEA StatiCa program. The final part of final thesis presents practical examples of joints in IDEA StatiCa program and these practical examples are then compared with the results from program CoP and statical calculation from Trimo company.
Secondary keywords: civil engineering;graduation thesis;precast concrete building;seismic performance assessment;lateral force method;q-factor approach;Eurocode 8-3;
Type (COBISS): Bachelor thesis/paper
Study programme: 0
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: IX, 98 str., [11] pril.
ID: 10949045