diplomska naloga
Bojan Fink (Avtor), Darko Beg (Mentor), Janko Logar (Član komisije za zagovor), Primož Banovec (Član komisije za zagovor), Drago Saje (Član komisije za zagovor), Franc Sinur (Komentor)

Povzetek

Požarna odpornost jeklene stavbe

Ključne besede

gradbeništvo;diplomska dela;UNI;jeklene konstrukcije;statična analiza;požarno projektiranje;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [B. Fink]
UDK: 614.8:624.014(497.4)(043.2)
COBISS: 6370657 Povezava se bo odprla v novem oknu
Št. ogledov: 2711
Št. prenosov: 494
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: Fire design of steel frame building
Sekundarni povzetek: This graduation thesis deals with static analysis and design of three story office building with the focus on fire resistance using simple design methods. Main structure consists of moment resisting frames in transverse direction and frames with bracings and composite beams in longitudinal direction. Second order analysis including global initial imperfections was used to determine internal forces. For this purpose SCIA Engineer software was used. Seismic analysis was made using method with horizontal forces. In longitudinal direction the horizontal forces were transferred using concentric braced system. Construction is deigned in accordance with special rules for medium ductility level. Fire-resistance class for structure is R30. To provide building’s fire resistance beams and columns are protected using gypsum slabs. Composite beams are partially embedded in concrete.
Sekundarne ključne besede: graduation thesis;civil engineering;steel buildings;static analysis;fire analysis;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo/naloga
Komentar na gradivo: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani: IX, 58 str., [16] pril.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Fire design of steel building
Ključne besede (ePrints): jeklene konstrukcije;statična analiza;požarno projektiranje
Ključne besede (ePrints, sekundarni jezik): steel buildings;static analysis;fire analysis
Povzetek (ePrints): V diplomski nalogi je obravnavana statična analiza in dimenzioniranje tri-etažne poslovne stavbe s poudarkom na preverjanju požarne odpornosti konstrukcije z uporabo enostavnih metod. Nosilno konstrukcijo v prečni smeri predstavljajo momentni okvirji v vzdolžni smeri pa okvirji s centrčnim povezjem in s sovprežni nosilci. Analiza konstrukcije je bila opravljena po elastični analizi II. reda z upoštevanjem začetnih geometrijskih nepopolnosti. Za izračun notranjih statičnih količin smo uporabili program SCIA Engineer. Potresna analiza je bila opravljena po metodi horizontalnih sil. Za prevzem horizontalne obtežbe v vzdolžni smeri uporabimo diagonalno centrično povezje. Ker je objekt načrtovan za potresno območje, morajo vsi spoji biti polnonosilni. Konstrukcija je načrtovana po pravilih nosilnosti za konstrukcije srednje stopnje duktilnosti (DCM). Zahtevana požarna odpornost stavbe je R30. Za zagotavljanje predvidene požarne odpornosti je potrebno prečke in stebre zaščititi z mavčnimi ploščami, prečke v sovprežnem nosilcu pa delno obetoniramo.
Povzetek (ePrints, sekundarni jezik): This graduation thesis deals with static analysis and design of three story office building with the focus on fire resistance using simple design methods. Main structure consists of moment resisting frames in transverse direction and frames with bracings and composite beams in longitudinal direction. Second order analysis including global initial imperfections was used to determine internal forces. For this purpose SCIA Engineer software was used. Seismic analysis was made using method with horizontal forces. In longitudinal direction the horizontal forces were transferred using concentric braced system. Construction is deigned in accordance with special rules for medium ductility level. Fire-resistance class for structure is R30. To provide building’s fire resistance beams and columns are protected using gypsum slabs. Composite beams are partially embedded in concrete.
Ključne besede (ePrints, sekundarni jezik): steel buildings;static analysis;fire analysis
ID: 8312966