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master's thesis
Eksperimentalna i numerička dinamička analiza grednih nosača pod utjecajem nejednolike potresne pobude oslonaca
2016. urn:nbn:hr:157:974791
Hlača, Ivan
University of Rijeka
Faculty of Civil Engineering

Cite this document

Hlača, I. (2016). Eksperimentalna i numerička dinamička analiza grednih nosača pod utjecajem nejednolike potresne pobude oslonaca (Master's thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:974791

Hlača, Ivan. "Eksperimentalna i numerička dinamička analiza grednih nosača pod utjecajem nejednolike potresne pobude oslonaca." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2016. https://urn.nsk.hr/urn:nbn:hr:157:974791

Hlača, Ivan. "Eksperimentalna i numerička dinamička analiza grednih nosača pod utjecajem nejednolike potresne pobude oslonaca." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2016. https://urn.nsk.hr/urn:nbn:hr:157:974791

Hlača, I. (2016). 'Eksperimentalna i numerička dinamička analiza grednih nosača pod utjecajem nejednolike potresne pobude oslonaca', Master's thesis, University of Rijeka, Faculty of Civil Engineering, accessed 27 June 2024, https://urn.nsk.hr/urn:nbn:hr:157:974791

Hlača I. Eksperimentalna i numerička dinamička analiza grednih nosača pod utjecajem nejednolike potresne pobude oslonaca [Master's thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2016 [cited 2024 June 27] Available at: https://urn.nsk.hr/urn:nbn:hr:157:974791

I. Hlača, "Eksperimentalna i numerička dinamička analiza grednih nosača pod utjecajem nejednolike potresne pobude oslonaca", Master's thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2016. Available at: https://urn.nsk.hr/urn:nbn:hr:157:974791

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Metadata
TitleEksperimentalna i numerička dinamička analiza grednih nosača pod utjecajem nejednolike potresne pobude oslonaca
Title (english)Experimental and numerical dynamic analysis of beams subject to non-uniform seismic support excitation
AuthorIvan Hlača
MentorGordan Jelenić (mentor)
Committee memberDragan Ribarić (predsjednik povjerenstva)
Committee memberLeo Škec (član povjerenstva)
Committee memberGordan Jelenić (član povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2016-09-26, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Basic Technical Sciences
Technical Mechanics (Mechanics of Rigid and Deformable Bodies)
Abstract
Ovaj rad proučava učinak prostorno promjenjive potresne pobude oslonaca na odziv grednog mosta. Po važećoj normi u konstrukterstvu [3] ovaj učinak je potrebno razmatrati samo kod mostova duljine veće od 400 m ili kod mostova s nejednolikim uvjetima temeljenja. Upitno je jeli opravdana ovakva odredba, te se aktualno provode istraživački radovi koji preispituju njenu opravdanost [7]. Kroz ovaj rad će se izložiti dio metodologije koja se koristi u ovakvim istraživanjima. Numerički proračuni direktne integracije, pomoću metode stanja prostora i pomoću metode centralnih konačnih razlika, su razvijeni u programskom jeziku Python. Građevinski fakultet u Rijeci posjeduje dva stola za potresnu simulaciju čime je moguća usporedba numerički dobivenih rezultata i eksperimentalno dobivenih rezultata. Prilikom provođenja takvih usporedba naišlo se na nekoliko problema s korištenom opremom, tako da se u ovome radu daje prikaz usporedbe rezultata za samo jedan eksperiment. U rad je uključen i prikaz utjecaja različitih kašnjenja potresnog signala na pomake grede. Daljnja istraživanja na ovome području su svakako poželjna. Napredak postojećih saznanja o utjecaju prostorne promjenjivosti potresne pobude bi doveo do sigurnijih i ekonomski opravdanih konstrukcija mostova.
Abstract (english)
The effect of spatially variable support excitation on seismic response of beam is considered. Eurocode 8 recommends that such an effect is considered only for bridges longer than 400 m or for bridges with significantly varying foundation soil conditions [3]. Such a restriction is potentially questionable and research on its justification is being carried out [7]. Some of the numerical methods used for simulating spatially variable support excitation are described here - methods such as direct integration by the state space method and by the central finite difference method. Both of them are implemented using the programming language Python. Faculty of Civil Engineering at Rijeka houses two shaking tables used for earthquake simulation and with this setup a comparison between the numerical and experimental results is possible. Work on this comparison was hindered by a few operational setbacks with the equipment, hence the comparison is given for a single experiment only. Sensitivity study on the effect of the time delay of the earthquake signal between two supports on the bridge displacements is also included. Further research in this field is definitely desired. Better understanding of the spatially variable support excitation and its significance in structural design could lead to more economical and safer bridges.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:974791
ProjectNumber: 1631
Title: Aproksimacija ovisna o konfiguraciji u nelinearnoj analizi konstrukcija metodom konačnih elemenata
Acronym: CANFAS
Leader: Gordan Jelenić
Jurisdiction: Croatia
Funder: HRZZ
ProjectNumber: 13.05.1.3.06
Title: Ispitivanje vitkih grednih prostornih konstrukcija s naglaskom na validaciju modela
Leader: Gordan Jelenić
Jurisdiction: Croatia
Funder: UNIRI
ProjectNumber: R.C.2.2.06-0001
Title: Razvoj istraživačke infrastrukture na kampusu Sveučilišta u Rijeci
Acronym: RISK
Leader: Nevenka Ožanić
Jurisdiction: eu
Funder: EFRR, MZOS
Study programmeTitle: Civil Engineering; specializations in: Geotechnical Engineering, Hydraulic Engineering, Engineering Modelling, Structural Engineering, Transportation Engineering, Urban Engineering
Course: Structural 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 on2016-12-01 12:59:48