prikaz prve stranice dokumenta Numerička analiza djelovanja cikličkog opterećenja na dravski pijesak
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master's thesis
Numerička analiza djelovanja cikličkog opterećenja na dravski pijesak
Rijeka: University of Rijeka, Faculty of Civil Engineering in Rijeka, 2018. urn:nbn:hr:157:493976
Šperanda, Marko
University of Rijeka
Faculty of Civil Engineering

Institutional repository: Repository of the University of Rijeka, Faculty of Civil Engineering

Cite this document

Šperanda, M. (2018). Numerička analiza djelovanja cikličkog opterećenja na dravski pijesak (Master's thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:493976

Šperanda, Marko. "Numerička analiza djelovanja cikličkog opterećenja na dravski pijesak." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2018. https://urn.nsk.hr/urn:nbn:hr:157:493976

Šperanda, Marko. "Numerička analiza djelovanja cikličkog opterećenja na dravski pijesak." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2018. https://urn.nsk.hr/urn:nbn:hr:157:493976

Šperanda, M. (2018). 'Numerička analiza djelovanja cikličkog opterećenja na dravski pijesak', Master's thesis, University of Rijeka, Faculty of Civil Engineering, accessed 29 June 2024, https://urn.nsk.hr/urn:nbn:hr:157:493976

Šperanda M. Numerička analiza djelovanja cikličkog opterećenja na dravski pijesak [Master's thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2018 [cited 2024 June 29] Available at: https://urn.nsk.hr/urn:nbn:hr:157:493976

M. Šperanda, "Numerička analiza djelovanja cikličkog opterećenja na dravski pijesak", Master's thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2018. Available at: https://urn.nsk.hr/urn:nbn:hr:157:493976

Metadata
TitleNumerička analiza djelovanja cikličkog opterećenja na dravski pijesak
Title (english)Numerical analysis of cyclic loading effects on Drava sand
AuthorMarko Šperanda
MentorVedran Jagodnik (mentor)
Committee memberŽeljko Arbanas (predsjednik povjerenstva)
Committee memberSanja Dugonjić Jovančević (član povjerenstva)
Committee memberVedran Jagodnik (član povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2018-09-24, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
Numeričko modeliranje u današnje vrijeme ima široku primjenu u građevinarstvu. Korištenje naprednih numeričkih metoda, poput metode konačnih elemenata, inženjerima daje mogućnost provođenja kompleksnih analiza uz korištenje mnogih konstitutivnih modela koji opisuju ponašanja tla i konstrukcija. Interakcija između tla i konstrukcije predstavlja jedan od najsloženijih problema u građevinarstvu koji postaje još kompleksniji u slučaju kada je konstrukcija temeljena na sloju zasićenog pijeska podložnog likvefakciji. Likvefakcija predstavlja nagli gubitak posmične čvrstoće tla uslijed brzog prirasta pornih pritisaka induciranih potresnim opterećenjem. Ovaj fenomen može prouzročiti velike posljedice za konstrukcije temeljene na tlu koje joj je podložno. U ovom radu prikazana je numerička analiza interakcije dva tipa konstrukcija i potpuno zasićenog dravskog pijeska različite zbijenosti. Numerička analiza je provedena za tri tipa dinamičke pobude: trokutasto, sinusoidalno i potresno opterećenje.
Abstract (english)
Numerical modelling has its extensive use in civil engineering. The use of numerical methods, such as finite element method, has allowed engineers to perform complex analysis, using complex constitutive soil behaviour as well as complex numerical algorithms. Interaction between soil and structure is one of the most complexed behaviour in civil engineering which becomes even more complicated if the foundation is placed on a sand layer which is susceptible to soil liquefaction. Soil liquefaction is a phenomena which is described with a sudden loss of effective strength due to rapid increase of pore water pressure induced by earthquake loading. It can have devastating consequences on the buildings founded on susceptible materials. Thesis presents a numerical analysis of interaction between different types of structures founded on a fully saturated Drava sand. The interaction is tested under different dynamic load types: triangle, sinusoidal and earthquake load.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:493976
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 on2018-11-22 08:31:24