diplomska naloga
Eva Lovrenčič (Avtor), Darko Beg (Mentor)

Povzetek

Primerjava različnih metod potresne analize na primeru 15 etažne jeklene stavbe

Ključne besede

gradbeništvo;diplomska dela;UNI;jeklene stavbe;modalna analiza;nelinearne analize;Pushover;časovni odziv;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [E. Lovrenčič]
UDK: 624.014.2:624.042.7(043.2)
COBISS: 3614817 Povezava se bo odprla v novem oknu
Št. ogledov: 2154
Št. prenosov: 668
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: Comparison of different methods of seismic analysis on an example of a 15-storey steel building
Sekundarni povzetek: The present thesis focuses, as we can see from the title, on comparison of three different analyses, which we used. We compared a modal response-spectrum analysis, nonlinear static analysis, also known as Pushover analysis and nonlinear time history analysis. The steel building which was analyzed is retangular in plan and is 60,5 m high. At the beginning we have used modal analysis for designing the building. We proceed analyzing the structure by using nonlinear static and dynamic analysis. We used those two analyses for observing the response of the structure against the earthquake. At nonlinear static analyze we had to calculate the target displacement, and later we observed the response of the structure at target displacement. Ground motion at the time history analysis was defined from selected seismic records. We observed joint displacement in every storey and displacement on the top of the building. For every analysis we have also checked carrying-capacity and maximum plastic deformations.
Sekundarne ključne besede: steel frames;modal analysis;nonlinear analysis;Pushover;time history;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo
Komentar na gradivo: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani: XVIII, 111 str.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Primerjava različnih metod potresne analize na primeru 15 etažne jeklene stavbe
Ključne besede (ePrints): gradbeništvo;diplomska dela;UNI;jeklene stavbe;modalna analiza;nelinearne analize;Pushover;časovni odziv;
Ključne besede (ePrints, sekundarni jezik): steel frames;modal analysis;nonlinear analysis;Pushover;time history;
Ključne besede (ePrints, sekundarni jezik): steel frames;modal analysis;nonlinear analysis;Pushover;time history;
ID: 8310149