diplomska naloga
Miha Povše (Avtor), Matjaž Dolšek (Mentor), Janko Logar (Član komisije za zagovor), Sebastjan Bratina (Član komisije za zagovor), Vlatko Bosiljkov (Član komisije za zagovor)

Povzetek

Projektiranje armiranobetonskih okvirov na potresnih območjih

Ključne besede

gradbeništvo;diplomska dela;potresnoodporno projektiranje;armiranobetonski okvir;modalna analiza;metoda načrtovanja nosilnosti;SAP2000;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [M. Povše]
UDK: 624.012.45:624.042.7(043.2)
COBISS: 6355809 Povezava se bo odprla v novem oknu
Št. ogledov: 2247
Št. prenosov: 530
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: Earthquake resistant design of reinforced concrete frames
Sekundarni povzetek: A six-storey reinforced concrete frame building was designed in order to fulfil requirements of Eurocode 8. The building was designed for ductility class medium. Program SAP2000, which is provides design based on the capacity design approach, was used for the analysis and design of the selected buildings. However, based on hand calculations it was found that the software does not fully integrate the capacity design principles prescribed by Eurocode 8. For global ductility check, in terms of the strong column - weak beam concept, it is suggested to consider the effect of biaxial bending.
Sekundarne ključne besede: graduation thesis;civil engineering;earthquake resistant design;modal analysis;capacity design;reinforced concrete frames;SAP2000;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo/naloga
Komentar na gradivo: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani: X, 35 f.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Earthquake resistant design of reinforced concrete frames
Ključne besede (ePrints): potresnoodporno projektiranje;armiranobetonski okvir;modalna analiza;metoda načrtovanja nosilnosti;SAP2000
Ključne besede (ePrints, sekundarni jezik): earthquake resistant design;modal analysis;capacity design;reinforced concrete frames;SAP2000
Povzetek (ePrints): V okviru diplomske naloge smo projektirali šest-etažno armirano betonsko konstrukcijo na potresno obtežbo z upoštevanjem določil standarda Evrokod 8. Privzeli smo srednjo stopnjo duktilnosti. Za analizo in dimenzioniranje smo uporabili program SAP2000, ki naj bi že vključeval metodo načrtovanja nosilnosti, vendar smo s primerjavo s »peš« izračunom ugotovili, da program ni v celoti skladen s določili Evrokoda 8. Pri kontroli globalne duktilnosti v smislu zagotovitve koncepta močen steber – šibka greda, predlagamo upoštevanje dvoosnega upogiba.
Povzetek (ePrints, sekundarni jezik): A six-storey reinforced concrete frame building was designed in order to fulfil requirements of Eurocode 8. The building was designed for ductility class medium. Program SAP2000, which is provides design based on the capacity design approach, was used for the analysis and design of the selected buildings. However, based on hand calculations it was found that the software does not fully integrate the capacity design principles prescribed by Eurocode 8. For global ductility check, in terms of the strong column - weak beam concept, it is suggested to consider the effect of biaxial bending.
Ključne besede (ePrints, sekundarni jezik): earthquake resistant design;modal analysis;capacity design;reinforced concrete frames;SAP2000
ID: 8312937