diplomska naloga
Blaž Zoubek (Author), Tatjana Isaković (Mentor), Tomo Cerovšek (Thesis defence commission member), Matjaž Dolšek (Thesis defence commission member), Matej Fischinger (Co-mentor)

Abstract

Projektiranje in nelinearni odziv AB montažne stavbe pri potresnem vplivu

Keywords

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

Data

Language: Slovenian
Year of publishing:
Source: Ljubljana
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [B. Zoubek]
UDC: 62-112.6:550.34(043.2)
COBISS: 5536097 Link will open in a new window
Views: 2599
Downloads: 727
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Other data

Secondary language: English
Secondary title: Design and nonlinear analysis of RC precast building
Secondary abstract: 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.
Secondary keywords: graduation thesis;multistorey RC precast systems;design;SIST EN:1998-1-1:2005;pseudo dynamic testing;nonlinear analysis;connections;
File type: application/pdf
Type (COBISS): Undergraduate thesis
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: XVI, 121 str., [12] pril.
Type (ePrints): thesis
Title (ePrints): Design and nonlinear analysis of rc precast building
Keywords (ePrints): večetažni AB montažni sistemi;projektiranje;SIST EN:1998-1-1: 2005;psevdodinamični preizkus;nelinearna analiza;stiki
Keywords (ePrints, secondary language): multistorey RC precast systems;design;SIST EN:1998-1-1: 2005;pseudo dynamic testing;nonlinear analysis;connections
Abstract (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.
Abstract (ePrints, secondary language): 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.
Keywords (ePrints, secondary language): multistorey RC precast systems;design;SIST EN:1998-1-1: 2005;pseudo dynamic testing;nonlinear analysis;connections
ID: 8312088