diplomska naloga
Damjan Podgorelec (Avtor), Matjaž Dolšek (Mentor), Tomo Cerovšek (Član komisije za zagovor), Jože Lopatič (Član komisije za zagovor), Jure Snoj (Komentor)

Povzetek

Ocena potresne odpornosti stanovanjske hiše v Ljubljani

Ključne besede

gradbeništvo;VSŠ-OG;diplomska dela;zidana stavba;strižna in upogibna nosilnost;potresna odpornost;metoda z vodoravnimi silami;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [D. Podgorelec]
UDK: 550.34(043.2)
COBISS: 5579617 Povezava se bo odprla v novem oknu
Št. ogledov: 2088
Št. prenosov: 632
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: Evaluation of seismic resistance of a residential house in Ljubljana
Sekundarni povzetek: The subject of the Thesis is seismic performance assessment of a residential masonry building located in Ljubljana. Firstly, different failure mechanisms of masonry walls, i.e. flexural mechanism, the sliding shear mechanism and shear mechanism characterized by formation of diagonal cracks, are presented and discussed. In the second part, the individual residential house is considered as a case study. Seismic forces were determined by the lateral force method of analysis, as it is defined in SIST EN 1998-1:2005. A model of each storey was developed in program SAP 2000 in order to assess internal forces in structural walls. Since in-situ tests of material characteristics were not available, which is quite common in practice, we assumed them from the literature. However, such approach yield results which are slightly more uncertain, since it is well known that the material strength of the masonry wall significantly affects the earthquake-resistance and even the collapse mechanism of the masonry wall and the entire structure. Finally, resistance of all individual elements and that of the building was checked. The results show that the building is not able to withstand design seismic actions, therefore strengthening measures are proposed and discussed.
Sekundarne ključne besede: graduation thesis;VSŠ-OG;masonry building;shear and flexural resistance;seizmic resistance;method of horizontal forces;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo/naloga
Komentar na gradivo: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani: X, 72 str.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Evaluation of seismic resistance of a residential house in Ljubljana
Ključne besede (ePrints): zidana stavba;strižna in upogibna nosilnost;potresna odpornost;metoda z vodoravnimi silami
Ključne besede (ePrints, sekundarni jezik): masonry building;shear and flexural resistance;seismic resistance;method of horizontal forces
Povzetek (ePrints): V diplomski nalogi je narejena ocena potresne odpornosti zidane konstrukcije. V prvem delu so obravnavani trije možni porušni mehanizmi za določevanje odpornosti nearmiranega zidu: upogibni mehanizem, strižni mehanizem z zdrsom ter strižni mehanizem z nastankom diagonalnih razpok. V drugem delu naloge obravnavamo individualno hišo. Potresne sile smo določili z metodo z vodoravnimi silami, pri čemer smo upoštevali potresno obtežbo, kot jo definira standard SIST EN 1998-1: 2005. Za določitev obremenitve zidov smo uporabili program SAP2000, s katerim smo izdelali poenostavljen etažni model stavbe. Materialne karakteristike zidu iz opečnih votlakov smo privzeli iz literature. Takšen pristop je precej običajen v praksi, če ni na voljo in-situ preiskav. Rezultati so tako nekoliko bolj negotovi, saj imajo materialne lastnosti zidu velik vpliv na nosilnost ter tudi na mehanizem porušitve elementa in konstrukcije. V zadnjem delu nalogu navajamo kontrole odpornosti posameznih elementov ter tudi kontrole odpornosti stavbe kot celote. Rezultati kažejo, da stavba ni sposobna prevzeti projektne potresne obtežbe, zato so opisani predlagani
Povzetek (ePrints, sekundarni jezik): The subject of the Thesis is seismic performance assessment of a residential masonry building located in Ljubljana. Firstly, different failure mechanisms of masonry walls, i.e. flexural mechanism, the sliding shear mechanism and shear mechanism characterized by formation of diagonal cracks, are presented and discussed. In the second part, the individual residential house is considered as a case study. Seismic forces were determined by the lateral force method of analysis, as it is defined in SIST EN 1998-1:2005. A model of each storey was developed in program SAP 2000 in order to assess internal forces in structural walls. Since in-situ tests of material characteristics were not available, which is quite common in practice, we assumed them from the literature. However, such approach yield results which are slightly more uncertain, since it is well known that the material strength of the masonry wall significantly affects the earthquake-resistance and even the collapse mechanism of the masonry wall and the entire structure. Finally, resistance of all individual elements and that of the building was checked. The results show that the building is not able to withstand design seismic actions, therefore strengthening measures are proposed and discussed.
Ključne besede (ePrints, sekundarni jezik): masonry building;shear and flexural resistance;seismic resistance;method of horizontal forces
ID: 8312208