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master's thesis
Utjecaj načina modeliranja stropnih konstrukcija na globalno ponašanje zgrade
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2021. urn:nbn:hr:133:011463
Naletilić, Mile
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

Cite this document

Naletilić, M. (2021). Utjecaj načina modeliranja stropnih konstrukcija na globalno ponašanje zgrade (Master's thesis). Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:011463

Naletilić, Mile. "Utjecaj načina modeliranja stropnih konstrukcija na globalno ponašanje zgrade." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2021. https://urn.nsk.hr/urn:nbn:hr:133:011463

Naletilić, Mile. "Utjecaj načina modeliranja stropnih konstrukcija na globalno ponašanje zgrade." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2021. https://urn.nsk.hr/urn:nbn:hr:133:011463

Naletilić, M. (2021). 'Utjecaj načina modeliranja stropnih konstrukcija na globalno ponašanje zgrade', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 29 March 2023, https://urn.nsk.hr/urn:nbn:hr:133:011463

Naletilić M. Utjecaj načina modeliranja stropnih konstrukcija na globalno ponašanje zgrade [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2021 [cited 2023 March 29] Available at: https://urn.nsk.hr/urn:nbn:hr:133:011463

M. Naletilić, "Utjecaj načina modeliranja stropnih konstrukcija na globalno ponašanje zgrade", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2021. Available at: https://urn.nsk.hr/urn:nbn:hr:133:011463

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Metadata
TitleUtjecaj načina modeliranja stropnih konstrukcija na globalno ponašanje zgrade
Title (english)Influence of the modelling method of floor structures to global behaviour of building
AuthorMile Naletilić
MentorIvan Kraus (mentor)
Committee memberHrvoje Draganić (predsjednik povjerenstva)
Committee memberIvan Kraus (član povjerenstva)
Committee memberGoran Gazić (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
Osijek
Defense date and country2021-09-29, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Izrađen je numerički model čelične konstrukcije ispitane na potresnom stolu Nacionalnog istraživačkog instituta za znanost o Zemlji i otpornost na katastrofe (NIED), iz Japana. Konstrukcija ima skeletni nosivi sustav koji je opterećen betonskim blokovima i čeličnim utezima. Za numeričko modeliranje je korišten računalni program SAP2000. U numeričkim modelima dinamičko djelovanje definirano je s tri različita vremenska zapisa potresa: Northridge Sylmar 1994, Tohoku 2011 te Dinara Mt. 1990. Na referentnom modelu napravljena je provjera ispravnosti numeričkog modela, i to kroz usporedbu rezultata dobivenih numeričkim proračunom i mjerenih veličina tijekom provedbe eksperimenta. Nakon provedene kalibracije izrađene su tri nove varijante modela pomoću kojih je provjeren utjecaj finoće diskretizacije stupova, utjecaj debljine korištenih plošnih konačnih elemenata te utjecaj načina modeliranja ploče. Provedena je usporedba vrijednosti perioda vibriranja konstrukcije određenih numeričkim i analitičkim putem. Također, provedena je i usporedba pomaka, međukatnih pomaka te reznih sila, određenih sva četiri izrađena numerička modela. Ove veličine su uspoređene i s eksperimentalno određenim vrijednostima.
Abstract (english)
A numerical model of the steel structure tested on the earthquake table of the National Research Institute for Earth Science and Disaster Resistance (NIED), from Japan. The structure has a skeletal load-bearing system loaded with concrete blocks and steel weights. The computer program SAP2000 was used for numerical modeling. In numerical models, dynamic action is defined by three different earthquake time records: Northridge Sylmar 1994, Tohoku 2011, and Dinara Mt. 1990. A check of the correctness of the numerical model was made on the reference model, by comparing the results obtained by the numerical calculation and the measured quantities during the implementation of the experiment. After the calibration, three new variants of the model were made, which were used to check the influence of the sample discretization, the influence of the thickness of the finite elements and the influence of the plate modeling method. A comparison of the values of the vibration period of the structure determined numerically and analytically was performed. Also, a comparison of displacements, mezzanine displacements and shear forces was performed for all developed numerical models. These values were also compared with experimentally determined values.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:011463
Study programmeTitle: University graduate study in civil engineering; specializations in: Hydraulic engineering, Supporting structures, Construction management and technology, Transportation engineering
Course: Construction management and technology
Study programme type: university
Study level: graduate
Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
RepositoryRepository GrAFOS
Created on2021-10-22 06:54:15