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master's thesis
Numeričko modeliranje interakcije tla i temeljne konstrukcije
2021. urn:nbn:hr:157:375007
Oštrić, Katarina
University of Rijeka
Faculty of Civil Engineering

Cite this document

Oštrić, K. (2021). Numeričko modeliranje interakcije tla i temeljne konstrukcije (Master's thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:375007

Oštrić, Katarina. "Numeričko modeliranje interakcije tla i temeljne konstrukcije." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2021. https://urn.nsk.hr/urn:nbn:hr:157:375007

Oštrić, Katarina. "Numeričko modeliranje interakcije tla i temeljne konstrukcije." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2021. https://urn.nsk.hr/urn:nbn:hr:157:375007

Oštrić, K. (2021). 'Numeričko modeliranje interakcije tla i temeljne konstrukcije', Master's thesis, University of Rijeka, Faculty of Civil Engineering, accessed 11 November 2024, https://urn.nsk.hr/urn:nbn:hr:157:375007

Oštrić K. Numeričko modeliranje interakcije tla i temeljne konstrukcije [Master's thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2021 [cited 2024 November 11] Available at: https://urn.nsk.hr/urn:nbn:hr:157:375007

K. Oštrić, "Numeričko modeliranje interakcije tla i temeljne konstrukcije", Master's thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2021. Available at: https://urn.nsk.hr/urn:nbn:hr:157:375007

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Metadata
TitleNumeričko modeliranje interakcije tla i temeljne konstrukcije
Title (english)Numerical modeling of soil-structure interaction
AuthorKatarina Oštrić
MentorVedran Jagodnik (mentor)
Committee memberŽeljko Arbanas (predsjednik povjerenstva)
Committee memberJosip Peranić (član povjerenstva)
Committee memberVedran Jagodnik (član povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2021-03-08, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
Cilj diplomskog rada je izrada modela, provedba numeričke analize metodom konačnih elemenata interakcije temeljne konstrukcije i tla uslijed potresnog djelovanja baziranog na laboratorijskom modelu TRISEE projekta te usporedba dobivenih rezultata. Ispitivan model sastoji se od diskretizirane mreže temelja ukopanog u saturirani pijesak na koji su primijenjene konstantna vertikalna i horizontalna ciklička sila koja opisuje potresno opterećenje. Ponašanje temelja opisuje se linearno elastičnim modelom, dok se ponašanje tla prati kroz elastoplastičan model. Ispitan je uzorak relativne srednje zbijenosti Dr = 45%, te su prikazani i opisani rezultati. Numerička naliza je provedena u računalnom programu GeoStudio, odnosno Quake/W.
Abstract (english)
Objective of master thesis is building the model based on experimental model, which is part of TRISEE project, for implementation in numerical finite element analysis of soil – structure interaction during seismic impact and comparison of obtained results. Studied model is made of foundation discrete mesh buried in saturated sand which is loaded by constant vertical and horizontal cyclic force that describes seismic load. Foundation behaviour is described by linear elastic model, while soil behaviour is defined through elastoplastic model. Relative density of sand samples that was investigated was medium, Dr = 45% and results are shown and described. Numerical analysis is conducted in computer program GeoStudio, that is Quake/W.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:375007
Study programmeTitle: Civil Engineering; specializations in: Geotechnical Engineering, Hydraulic Engineering, Engineering Modelling, Structural Engineering, Transportation Engineering, Urban Engineering
Course: Geotechnical Engineering
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
Created on2021-03-12 11:15:28