diplomska naloga
Blaž Lipej (Avtor), Matjaž Dolšek (Mentor), Janko Logar (Član komisije za zagovor)

Povzetek

Vpliv konfiguracije polnil na parametre ...

Ključne besede

gradbeništvo;promet;diplomska dela;UN;opečna polnila;armiranobetonski okvir;Rayleigheva metoda;standardi EVROKOD 8;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [B. Lipej]
UDK: 624.042.7(497.4)(043.2)
COBISS: 6394465 Povezava se bo odprla v novem oknu
Št. ogledov: 1601
Št. prenosov: 438
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: ǂThe ǂimpact of the configuration of masonry ...
Sekundarni povzetek: The impact of the configuration of masonry infills on the seismic response of infilled reinforced concrete frames is demonstrated by means of an example of an eight- storey building located near Ljubljana. Firstly the behavior of such buildings in seismic regions is presented followed by an overview of the mechanical properties of masonry infills and a description of Eurocode 8 requirements for simplified seismic analysis of such buildings. In the second part of the thesis, results of seismic analyses of the investigated building taking in account different configurations of infills are presented. Engineering demand parameters, which were obtained by lateral force method, are presented in terms of fundamental vibration periods, storey shear forces, storey drifts and internal forces. Results have shown that infills greatly reduce storey drifts and halve the fundamental vibration periods. Shear forces are also reduced but because of the simple single-strut model they are also underestimated. In conclusion masonry infills have an impact on the seismic response of reinforced concrete frames and so must be properly analyzed.
Sekundarne ključne besede: masonry infills;reinforce concrete frame;lateral force method;single-strut model;Rayleigh method;Eurocode 8
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo/naloga
Komentar na gradivo: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani: XI, 35 str.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Vpliv konfiguracije polnil na parametre ...
Ključne besede (ePrints): gradbeništvo;promet;diplomska dela;UN;opečna polnila;armiranobetonski okvir;Rayleigheva metoda;standardi EVROKOD 8;
ID: 8312929