prikaz prve stranice dokumenta Geometrijski nelinarna analiza višekatne zidne stijene za vertikalna i horizontalna djelovanja
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master's thesis
Geometrijski nelinarna analiza višekatne zidne stijene za vertikalna i horizontalna djelovanja
2024. urn:nbn:hr:157:744701
Rudan, Matea
University of Rijeka
Faculty of Civil Engineering
Department of Load Bearing Structures and Technical Mechanics
Chair of Technical Mechanics

Cite this document

Rudan, M. (2024). Geometrijski nelinarna analiza višekatne zidne stijene za vertikalna i horizontalna djelovanja (Master's thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:744701

Rudan, Matea. "Geometrijski nelinarna analiza višekatne zidne stijene za vertikalna i horizontalna djelovanja." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2024. https://urn.nsk.hr/urn:nbn:hr:157:744701

Rudan, Matea. "Geometrijski nelinarna analiza višekatne zidne stijene za vertikalna i horizontalna djelovanja." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2024. https://urn.nsk.hr/urn:nbn:hr:157:744701

Rudan, M. (2024). 'Geometrijski nelinarna analiza višekatne zidne stijene za vertikalna i horizontalna djelovanja', Master's thesis, University of Rijeka, Faculty of Civil Engineering, accessed 28 November 2024, https://urn.nsk.hr/urn:nbn:hr:157:744701

Rudan M. Geometrijski nelinarna analiza višekatne zidne stijene za vertikalna i horizontalna djelovanja [Master's thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2024 [cited 2024 November 28] Available at: https://urn.nsk.hr/urn:nbn:hr:157:744701

M. Rudan, "Geometrijski nelinarna analiza višekatne zidne stijene za vertikalna i horizontalna djelovanja", Master's thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2024. Available at: https://urn.nsk.hr/urn:nbn:hr:157:744701

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Metadata
TitleGeometrijski nelinarna analiza višekatne zidne stijene za vertikalna i horizontalna djelovanja
Title (english)Geometrically Nonlinear Analysis of a Multistory Plane Wall Structure Subjected to Vertical and Horizontal Loads
AuthorMatea Rudan
MentorDragan Ribarić (mentor)
Committee memberEdita Papa Dukić (predsjednik povjerenstva)
Committee memberTeo Mudrić (član povjerenstva)
Committee memberDragan Ribarić (član povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
(Department of Load Bearing Structures and Technical Mechanics)
(Chair of Technical Mechanics)
Rijeka
Defense date and country2024-07-16, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Basic Technical Sciences
Technical Mechanics (Mechanics of Rigid and Deformable Bodies)
Abstract
U ovom diplomskom radu dane su osnovne značajke linearne teorije (teorija I. reda) i nelinearnih teorija (teorije II. i III. reda) koje se koriste kod proračuna konstrukcija. Teorija II. reda najviše se koristi kod proračuna vitkih konstrukcija, te je u radu prikazana razlika u njihovom ponašanju u odnosu na masivne konstukcije. Također je dana teorijska osnova stabilnosti tankih plošnih nosača. U FEAP softveru, koji se bazira na metodi konačnih elemenata, modeliran je tanki plošni čelični nosač opterećen vertikalnom, tj. uzdužnom silom te silama vjetra koje djeluju okomito na ravninu nosača. Provedene su linearna i geometrijski nelinearna analiza modela, kako bi se dobiveni rezultati momenata savijanja i pomaka mogli usporediti. Geometrijski nelinearna analiza provedena je i na modelu sa gušćom mrežom konačnih elemenata te na modelu bez otvora na čeličnom nosaču, te je prikazana usporedba rezultata.
Abstract (english)
In this thesis, the basic aspects of linear theory (theory of 1st order) and nonlynear theories (theories of 2nd and 3rd order) used in the analysis of structures are given. Theory of 2nd order is mostly used in the analysis of slender structures, and the paper shows their difference in behavior compared to massive constructions. Theoretical basis of the stability of thin plates is also given. In the FEAP software, which is based on the finite element method, a thin flat steel girder loaded with a vertical, i.e., longitudinal force and a wind force acting perpendicular to the plane of the girder was modeled. A linear and a geometrically non-linear analysis of the model were carried out in order to compare obtained results of displacements and bending moments. Geometrically nonlinear analysis was performed on the model with a denser mesh of finite elements and on the model without openings on the steel girder, and the results were compared.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:744701
Study programmeTitle: University graduate study of Civil Engineering; specializations in: Geotechnical Engineering, Hydraulic Engineering, Engineering Modelling of Structures, Structures, Transportation Engineering, Urban Engineering
Course: Structures
Study programme type: university
Study level: graduate
Academic / professional title: sveučilišni magistar inženjer građevinarstva/sveučilišna magistra inženjerka građevinarstva (sveučilišni magistar inženjer građevinarstva/sveučilišna magistra 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 on2024-07-26 07:33:36