diplomska naloga
Daša Novak (Avtor), Vlatko Bosiljkov (Mentor), Janko Logar (Član komisije za zagovor), Tomaž Maher (Član komisije za zagovor)

Povzetek

Študija potresne ranljivosti starega mestnega jedra Ljubljane

Ključne besede

diplomska dela;gradbeništvo;VSŠ;zidane konstrukcije;delni mehanizmi porušitve;potresna analiza;potresna ranljivost;kamnite zidane stavbe;staro mestno jedro Ljubljane;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [D. Novak]
UDK: 624.042.7(497.4Ljubljana)(043.2)
COBISS: 6130273 Povezava se bo odprla v novem oknu
Št. ogledov: 2224
Št. prenosov: 701
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: Seismic vulnerability study of the old city centre of Ljubljana
Sekundarni povzetek: The thesis presents a study of seismic vulnerability of the old city center of Ljubljana with the analysis of local failure mechanisms. At the beginning are presented the history of earthquakes in Slovenia and architectural and urbanistic characteristics of of old city center of Ljubljana. Followed by a description of different methods for assessing the seismic vulnerability of masonry buildings. In this thesis is used the method FaMIVE that is suitable for determining seismic vulnerability of group of masonry buildings in urban centers. In analysis are considered the various planar and out-ofplane partial or complete failure mechanisms due to seismic actions, typical for mansonry building. In practical part with the help of software FaMIVE is made an analysis of each facade masonry structures under the castle hill in Ljubljana. Method FaMIVE, effective for the compact city center, give us the results that showing construction problem of old buildings in Ljubljana. From the results of analysis it was observed that geometric and construction characteristics of the building have the greatest impact on the final results of the analysis. It turns out that for the old city centre of Ljubljana the typical critical failure mechanisms are out of plane mechanisms. In order to prevent these mechanisms of failure, systematic anchoring of facade walls would be sufficient. Results of analysis revealed that for the seismic event of higher probability and lesser intensity (100 yrs return period) 80% of buildings would be damaged. If the systematic anchoring would be applied this loss could be halved.
Sekundarne ključne besede: graduation thesis;civil engineering;masonry structures;local failure mechanisms;seismic analysis;seismic vulnerability;stone masonry buildings;old city center of Ljubljana;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo
Komentar na gradivo: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani: XVII, 81 str., 11 pril.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Študija potresne ranljivosti starega mestnega jedra Ljubljane
Ključne besede (ePrints): diplomska dela;gradbeništvo;VSŠ;zidane konstrukcije;delni mehanizmi porušitve;potresna analiza;potresna ranljivost;kamnite zidane stavbe;staro mestno jedro Ljubljane;
Ključne besede (ePrints, sekundarni jezik): graduation thesis;civil engineering;masonry structures;local failure mechanisms;seismic analysis;seismic vulnerability;stone masonry buildings;old city center of Ljubljana;
Ključne besede (ePrints, sekundarni jezik): graduation thesis;civil engineering;masonry structures;local failure mechanisms;seismic analysis;seismic vulnerability;stone masonry buildings;old city center of Ljubljana;
ID: 8312705