diplomska naloga
Jure Turk (Avtor), Jože Korelc (Mentor), Tomo Cerovšek (Član komisije za zagovor), Maruška Šubic Kovač (Član komisije za zagovor), Peter Skuber (Komentor)

Povzetek

Statični izračun jeklenega proizvodnega objekta

Ključne besede

gradbeništvo;VSŠ;diplomska dela;jeklena konstrukcija;sovprežna plošča;statični izračun;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [J. Turk]
UDK: 624.014(043.2)
COBISS: 5581409 Povezava se bo odprla v novem oknu
Št. ogledov: 2698
Št. prenosov: 570
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: Static analysis of the production facility
Sekundarni povzetek: The diploma paper deals with static analysis of rectangular steel building. Part of the building is one storey, two storey part is in the form of letter L. In lateral direction, the facility consists of two moment frames, in longitudinal direction of two centric bracings. The interstory slab is composite reinforced concrete slab, spanning in one direction. After the numerical model was determened, loads had to be calculated and combinations made according to eurocode. Global analysis was made to the three dimensional numeric model. Elastic analysis according to second order theory with starting geometry inperfections, was performed. After the global static analysis, the capacity design according to eurocode was made. Tipical joints are designed and drawings of the structure are made.
Sekundarne ključne besede: graduation thesis;steel structure;composite plate;static calculation;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo
Komentar na gradivo: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani: XVII, 147 str., 52 str. pril.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Static analysis of the production facility
Ključne besede (ePrints): jeklena konstrukcija;sovprežna plošča;statični izračun
Ključne besede (ePrints, sekundarni jezik): steel structure;composite plate;static calculation
Povzetek (ePrints): Diplomska naloga obravnava statično analizo jeklenega objekta pravokotne oblike. Del objekta je enoetažen, dvoetažen del je v obliki črke L. V prečni smeri objekt sestavljata dva momentna okvirja, v vzdolžni smeri so momentni okvirji podprti s centričnim V povezjem. Za medetažno konstrukcijo sem uporabil armiranobetonsko sovprežno ploščo. Globalna analiza je narejena na prostorskem modelu. Račun notranjih statičnih količin je narejen z elastično analizo po teoriji drugega reda z upoštevanjem začetne geometrijske nepopolnosti. Po opravljenem izračunu notranjih statičnih količin, ki so podlaga za dimenzioniranje, sem opravil vse potrebne kontrole nosilnosti. Dimenzioniral sem tipične spoje in zrisal vse potrebne načrte.
Povzetek (ePrints, sekundarni jezik): The diploma paper deals with static analysis of rectangular steel building. Part of the building is one storey, two storey part is in the form of letter L. In lateral direction, the facility consists of two moment frames, in longitudinal direction of two centric bracings. The interstory slab is composite reinforced concrete slab, spanning in one direction. After the numerical model was determened, loads had to be calculated and combinations made according to eurocode. Global analysis was made to the three dimensional numeric model. Elastic analysis according to second order theory with starting geometry inperfections, was performed. After the global static analysis, the capacity design according to eurocode was made. Tipical joints are designed and drawings of the structure are made.
Ključne besede (ePrints, sekundarni jezik): steel structure;composite plate;static calculation
ID: 8311985