diplomska naloga
Blaž Zoubek (Avtor), Tatjana Isaković (Mentor), Tomo Cerovšek (Član komisije za zagovor), Matjaž Dolšek (Član komisije za zagovor), Matej Fischinger (Komentor)

Povzetek

Projektiranje in nelinearni odziv AB montažne stavbe pri potresnem vplivu

Ključne besede

gradbeništvo;diplomska dela;UNI;večetažni AB montažni sistemi;projektiranje;SIST EN:1998-1-1:2005;psevdodinamični preizkus;nelinearna analiza;stiki;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [B. Zoubek]
UDK: 62-112.6:550.34(043.2)
COBISS: 5536097 Povezava se bo odprla v novem oknu
Št. ogledov: 2599
Št. prenosov: 727
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 and nonlinear analysis of RC precast building
Sekundarni povzetek: This undergraduate thesis is incorporated in european research project (SAFECAST) in the field of multistorey precast reinforced concrete structures. Thesis deals with structural systems of cantilever columns with hinged beams and frames with fully fixed connections. The work is based on a pseudo dynamic testing of a tree-storey non-scaled building, performed in The European Laboratory for Structural Assessment (ELSA) in Ispra in Italy. It is divided into two parts. First one deals with the design of both structural systems mentioned above, as demanded by Eurocode 8. Some methods and procedures given by the standard are presented and commented. Afterwards also some findings, which could be incorporated in future editions of regulations, are given. The second part deals with modelling of described structures. The results of analysis are compared to recorded measurnigs during tests. Some changes in modelling are then proposed.Considering the results of nonlinear analysis, comments of design from the first part are given.
Sekundarne ključne besede: graduation thesis;multistorey RC precast systems;design;SIST EN:1998-1-1:2005;pseudo dynamic testing;nonlinear analysis;connections;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo
Komentar na gradivo: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani: XVI, 121 str., [12] pril.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Design and nonlinear analysis of rc precast building
Ključne besede (ePrints): večetažni AB montažni sistemi;projektiranje;SIST EN:1998-1-1: 2005;psevdodinamični preizkus;nelinearna analiza;stiki
Ključne besede (ePrints, sekundarni jezik): multistorey RC precast systems;design;SIST EN:1998-1-1: 2005;pseudo dynamic testing;nonlinear analysis;connections
Povzetek (ePrints): To diplomsko delo je vpeto v evropske raziskave v okviru projekta SAFECAST na področju večetažnih armiranobetonskih montažnih stavb. Obravnava konstrukcijski sistem konzolnih stebrov in monolitiziran sistem. Izhodišče naloge je psevdodinamična preiskava velike trietažne stavbe v naravnem merilu, ki se izvaja v evropskem laboratoriju za preizkušanje konstrukcij ELSA v Ispri v Italiji. Delo je razdeljeno na dva tematska sklopa. V prvem je prikazano projektiranje večetažne montažne stavbe po Evrokodu 8 v obeh omenjenih konstrukcijskih izvedbah. Predstavljeni in komentirani so principi in postopki navedeni v standardu. Podane so tudi določene ugotovitve, ki bi bile lahko vključene v prihodnje različice standarda. Drugi del je posvečen modeliranju obravnavane stavbe. Rezultati računske analize so primerjani z meritvami na preizkušancu. Predlagane in razložene so izboljšave modela. Glede na rezultate analize nelinearnega odziva je podan komentar projektiranja iz prvega dela.
Povzetek (ePrints, sekundarni jezik): This undergraduate thesis is incorporated in european research project (SAFECAST) in the field of multistorey precast reinforced concrete structures. Thesis deals with structural systems of cantilever columns with hinged beams and frames with fully fixed connections. The work is based on a pseudo dynamic testing of a tree-storey non-scaled building, performed in The European Laboratory for Structural Assessment (ELSA) in Ispra in Italy. It is divided into two parts. First one deals with the design of both structural systems mentioned above, as demanded by Eurocode 8. Some methods and procedures given by the standard are presented and commented. Afterwards also some findings, which could be incorporated in future editions of regulations, are given. The second part deals with modelling of described structures. The results of analysis are compared to recorded measurnigs during tests. Some changes in modelling are then proposed.Considering the results of nonlinear analysis, comments of design from the first part are given.
Ključne besede (ePrints, sekundarni jezik): multistorey RC precast systems;design;SIST EN:1998-1-1: 2005;pseudo dynamic testing;nonlinear analysis;connections
ID: 8312088