prikaz prve stranice dokumenta Dinamičko ponašanje zidanih stupova s ljepljenim vezivom
Access restricted to students and staff of home institution
undergraduate thesis
Dinamičko ponašanje zidanih stupova s ljepljenim vezivom
Rijeka: University of Rijeka, Faculty of Civil Engineering, 2024. urn:nbn:hr:157:567078
Ljubić, Mateo
University of Rijeka
Faculty of Civil Engineering
Department of Load Bearing Structures and Technical Mechanics
Chair of Technical Mechanics

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

Cite this document

Ljubić, M. (2024). Dinamičko ponašanje zidanih stupova s ljepljenim vezivom (Undergraduate thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:567078

Ljubić, Mateo. "Dinamičko ponašanje zidanih stupova s ljepljenim vezivom." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2024. https://urn.nsk.hr/urn:nbn:hr:157:567078

Ljubić, Mateo. "Dinamičko ponašanje zidanih stupova s ljepljenim vezivom." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2024. https://urn.nsk.hr/urn:nbn:hr:157:567078

Ljubić, M. (2024). 'Dinamičko ponašanje zidanih stupova s ljepljenim vezivom', Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, accessed 28 November 2024, https://urn.nsk.hr/urn:nbn:hr:157:567078

Ljubić M. Dinamičko ponašanje zidanih stupova s ljepljenim vezivom [Undergraduate thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2024 [cited 2024 November 28] Available at: https://urn.nsk.hr/urn:nbn:hr:157:567078

M. Ljubić, "Dinamičko ponašanje zidanih stupova s ljepljenim vezivom", Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2024. Available at: https://urn.nsk.hr/urn:nbn:hr:157:567078

Metadata
TitleDinamičko ponašanje zidanih stupova s ljepljenim vezivom
Title (english)Dynamic Behavior of Masonry Columns With Adhesive Binder
AuthorMateo Ljubić
MentorNina Čeh (mentor)
MentorLeo Škec (komentor)
Committee memberNina Čeh (predsjednik povjerenstva)
Committee memberLeo Škec (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 country2024-09-16, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Basic Technical Sciences
Technical Mechanics (Mechanics of Rigid and Deformable Bodies)
Abstract
Završni rad bavi se proučavanjem dinamičkog odgovora jednostavnog modela zidanog stupa na pobudu podloge. Pomoću programa Python generiran je poseban numerički model koji će pokušati što preciznije opisati stvarno ponašanje takvog sustava. Model se sastoji od tri kruta bloka jednakih dimenzija i svojstava koji su međusobno povezani vezivom. Definirane su jednadžbe pomaka, opisan je elastični kontakt među blokovima, izvedena matrica krutosti i jednadžbe dinamičke ravnoteže za opis problema. Eksperimenti su provedeni u Laboratoriju za konstrukcije na Građevinskom fakultetu u Rijeci pomoću kidalice, stola za impulsno opterećenje i optičkog mjernog sustava. Na temelju rezultata kalibriran je numerički model tako da što bolje opisuje stvarna ponašanja ispitanog stupa. Takav numerički model se može koristiti za simulacije problema s različitim karakteristikama veziva i dimenzijama sustava, te u budućnosti može biti nadograđen.
Abstract (english)
The final thesis deals with the analysis of the dynamic response of a simple masonry column model to base excitation. A special numerical model was generated using Python, aiming to describe the real behavior of such a system as accurately as possible. The model consists of three rigid blocks of equal dimensions and properties, which are connected by an adhesive material. Displacement equations were defined, the elastic contact described, the stiffness matrix derived, and the equations of dynamic equilibrium developed to describe the problem. Experiments were conducted at the Laboratory for Structures at the Faculty of Civil Engineering in Rijeka using a tensile-testing machine, an impulse loading table and an optical measurement system. Based on the results, the numerical model was calibrated to better describe the real behavior of the tested column. Such a numerical model can be used for simulations of problems with different binding characteristics and system dimensions and can be further upgraded in the future.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:567078
Study programmeTitle: University undergraduate study of Civil Engineering
Study programme type: university
Study level: undergraduate
Academic / professional title: sveučilišni prvostupnik (baccalaureus) inženjer građevinarstva/sveučilišna prvostupnica (baccalaurea) inženjerka građevinarstva (sveučilišni prvostupnik (baccalaureus) inženjer građevinarstva/sveučilišna prvostupnica (baccalaurea) 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 on2024-10-24 10:21:52