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master's thesis
Ispitivanje seizmičke otpornosti spoja drvene krovne konstrukcije
2024. urn:nbn:hr:133:822713
Meštrović, Nives
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Technical Mechanics

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Meštrović, N. (2024). Ispitivanje seizmičke otpornosti spoja drvene krovne konstrukcije (Master's thesis). Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek. Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:822713

Meštrović, Nives. "Ispitivanje seizmičke otpornosti spoja drvene krovne konstrukcije." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. https://urn.nsk.hr/urn:nbn:hr:133:822713

Meštrović, Nives. "Ispitivanje seizmičke otpornosti spoja drvene krovne konstrukcije." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. https://urn.nsk.hr/urn:nbn:hr:133:822713

Meštrović, N. (2024). 'Ispitivanje seizmičke otpornosti spoja drvene krovne konstrukcije', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 08 January 2025, https://urn.nsk.hr/urn:nbn:hr:133:822713

Meštrović N. Ispitivanje seizmičke otpornosti spoja drvene krovne konstrukcije [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2024 [cited 2025 January 08] Available at: https://urn.nsk.hr/urn:nbn:hr:133:822713

N. Meštrović, "Ispitivanje seizmičke otpornosti spoja drvene krovne konstrukcije", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2024. Available at: https://urn.nsk.hr/urn:nbn:hr:133:822713

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Metadata
TitleIspitivanje seizmičke otpornosti spoja drvene krovne konstrukcije
Title (english)Traditional carpentry joints seismic testing
AuthorNives Meštrović
MentorIvica Guljaš (mentor)
Committee memberMirjana Bošnjak-Klečina (predsjednik povjerenstva)
Committee memberIvica Guljaš (član povjerenstva)
Committee memberTanja Kalman Šipoš (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Technical Mechanics)
Osijek
Defense date and country2024-11-21, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Ovim radom obratili smo pažnju na tradicionalna drvena krovišta koja su većim djelom zastupljena na našem području te su izvedena od običnih drvenih elemenata a spojevi su najčešće tesarski sa ili bez ojačanja. U ovom diplomskom radu ispitat će se mehaničko cikličko ponašanje drvenih spojeva. Na primjeru spoja rogova s veznom gredom analizirat će se njegovo ponašanje numerički i eksperimentalno u monotonim i cikličkim uvjetima. U svrhu diplomskog rada izrađena su tri modela s kutevima od 30°, 45° i 60° između roga i grede. Ukupno je provedeno šest ispitivanja, tri na neojačanim modelima i tri na ojačanim modelima, kao ojačanje koristili smo metalnu ploču. Rezultati ispitivanja odnosno pushover analize prikazani su grafički u odnosu sila/pomak (krivulja F/d). Numerički proračun bit će prikazan pomoću programskog paketa SCIA Engineer. Modelirat će se krovište u 2D-u pri čemu će se mijenjati veza između roga i grede.
Abstract (english)
In this paper, we focus on traditional wooden roofs that are predominantly found in our area and are constructed from ordinary wooden elements, with joints that are usually carpentry joints, with or without reinforcement. This thesis will investigate the mechanical cyclic behavior of wooden joints. Using the example of the connection between the rafters and the tie beam, its behavior will be analyzed numerically and experimentally under both monotonic and cyclic conditions. For the purpose of this thesis, three models have been created with angles of 30°, 45°, and 60° between the rafter and the beam. A total of six tests were conducted: three on unreinforced models and three on reinforced models, using a metal plate as reinforcement. The results of the tests, specifically the pushover analysis, are graphically presented in relation to force/displacement (F/d curve). The numerical calculations will be performed using the SCIA Engineer software package. The roof will be modeled in 2D while varying the connection between the rafter and the beam.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:822713
Study programmeTitle: University Graduate Studies of Civil Engineering; specializations in: Hydraulic Engineering, Bearing structures, Course of Construction management and technology, Transport Infrastructure
Course: Bearing structures
Study programme type: university
Study level: graduate
Academic / professional title: sveučilišni/a magistar/magistra inženjer građevinarstva (sveučilišni/a magistar/magistra inženjer građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2024-12-17 09:16:24