diplomska naloga
Matej Zupančič (Avtor), Matjaž Dolšek (Mentor), Sebastjan Bratina (Član komisije za zagovor), Janko Logar (Član komisije za zagovor), Tomaž Maher (Član komisije za zagovor), Jure Kostanjšek (Član komisije za zagovor)

Povzetek

Projektiranje osem-etažnega armiranobetonskega okvira za srednjo stopnjo duktilnosti

Ključne besede

diplomske naloge;gradbeništvo;armiranobetonski okvir;modalna analiza;metoda načrtovanja nosilnosti;dimenzioniranje;ETABS;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [M. Zupančič]
UDK: 624.012.4(043.2)
COBISS: 5477985 Povezava se bo odprla v novem oknu
Št. ogledov: 1853
Št. prenosov: 622
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: Design of an eight-storey reinforced concrete frame for ductility class medium
Sekundarni povzetek: An eight storey reinforced concrete frame is designed. Seismic action is defined according to standard SIST EN 1998-1 utilizing ductility class medium. The reinforcement is first designed according to requirements of standard SIST EN 1992-1-1 and then with consideration of additional demands of standard SIST EN 1998-1, since the objective of this research is to evaluate to which extend the amount of reinforcement increases due to design requirements and capacity design rules prescribed in standard SIST EN 1998-1. The first part of the thesis represents the theoretical basis for the determination of seismic action, analysis methods and design principles under the restrictions of SIST EN 1998-1. Furthermore, the process of determining seismic action, seismic analysis of structure, which was performed by using the program ETABS 9.0, and design of reinforcment according to capacity design method is presented. Finally, the amount of reinforcement, determined according to SIST EN 1992-1-1 and SIST EN 1998-1 is compared. Results indicated that the amount of reinforcement designed according to SIST EN 1998-1 was increased for 17,3 % if compared to the amount of reinforcement which was determined according to SIST EN 1992-1-1.
Sekundarne ključne besede: civil engineering;graduation thesis;reinforced concrete frame;modal analysis;capacity design;ductility class medium;design;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo
Komentar na gradivo: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani: XII, 102 str.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Design of an eight-storey reinforced concrete frame for ductility class medium
Ključne besede (ePrints): armiranobetonski okvir;modalna analiza;metoda načrtovanja nosilnosti;srednja stopnja duktilnosti;dimenzioniranje;ETABS
Ključne besede (ePrints, sekundarni jezik): reinforced concrete frame;modal analysis;capacity design;ductility class medium;design;ETABS
Povzetek (ePrints): V diplomski nalogi je obravnavana osem etažna armiranobetonska okvirna konstrukcija. Obremenitev elementov konstrukcije zaradi potresne obtežbe je določena v skladu s standardom SIST EN 1998-1. Količina armature je najprej določena v skladu SIST EN 1992-1-1, nato pa so upoštevana tudi določila standarda SIST EN 1998-1, saj je cilj diplomske naloge ovrednotiti, za koliko se poveča količina armature zaradi konstrukcijskih zahtev ter določil za dimenzioniranje po metodi načrtovanja nosilnosti, ki jih predpisuje standard SIST EN 1998-1. Pri projektiranju je za okvir izbrana srednja stopnja duktilnosti. V prvem delu naloge so predstavljene teoretične osnove za določevanje potresne obtežbe, metode analize ter principi dimenzioniranja konstrukcij po določilih EN 1998-1. Nadalje je prikazan postopek določitve potresne obtežbe, računska analiza konstrukcije, ki je bila opravljena s programom ETABS 9.0 in dimenzioniranje elementov po metodi načrtovanja nosilnosti. Na koncu sta prikazani dve primerjavi, in sicer primerjava med armaturo izračunano s programom in dejansko količino izbrane armature po zahtevah standarda SIST EN 1992-1-1 ter primerjava med količino armature določene na podlagi zahtev SIST EN 1992-1-1 in SIST EN 1998-1. Rezultati kažejo, da se ob upoštevanju protipotresnega projektiranja, armatura v primerjavi z izbrano količino armature dimenzionirane po zahtevah SIST EN 1992-1-1 poveča za 17,3 %.
Povzetek (ePrints, sekundarni jezik): An eight storey reinforced concrete frame is designed. Seismic action is defined according to standard SIST EN 1998-1 utilizing ductility class medium. The reinforcement is first designed according to requirements of standard SIST EN 1992-1-1 and then with consideration of additional demands of standard SIST EN 1998-1, since the objective of this research is to evaluate to which extend the amount of reinforcement increases due to design requirements and capacity design rules prescribed in standard SIST EN 1998-1. The first part of the thesis represents the theoretical basis for the determination of seismic action, analysis methods and design principles under the restrictions of SIST EN 1998-1. Furthermore, the process of determining seismic action, seismic analysis of structure, which was performed by using the program ETABS 9.0, and design of reinforcment according to capacity design method is presented. Finally, the amount of reinforcement, determined according to SIST EN 1992-1-1 and SIST EN 1998-1 is compared. Results indicated that the amount of reinforcement designed according to SIST EN 1998-1 was increased for 17,3 % if compared to the amount of reinforcement which was determined according to SIST EN 1992-1-1.
Ključne besede (ePrints, sekundarni jezik): reinforced concrete frame;modal analysis;capacity design;ductility class medium;design;ETABS
ID: 8312155