prikaz prve stranice dokumenta Utjecaj zidanog ispuna na ponašanje okvirnih konstrukcija
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master's thesis
Utjecaj zidanog ispuna na ponašanje okvirnih konstrukcija
2022. urn:nbn:hr:133:544950
Rođak, Antonio
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

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Rođak, A. (2022). Utjecaj zidanog ispuna na ponašanje okvirnih konstrukcija (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:133:544950

Rođak, Antonio. "Utjecaj zidanog ispuna na ponašanje okvirnih konstrukcija." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2022. https://urn.nsk.hr/urn:nbn:hr:133:544950

Rođak, Antonio. "Utjecaj zidanog ispuna na ponašanje okvirnih konstrukcija." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2022. https://urn.nsk.hr/urn:nbn:hr:133:544950

Rođak, A. (2022). 'Utjecaj zidanog ispuna na ponašanje okvirnih konstrukcija', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 16 November 2023, https://urn.nsk.hr/urn:nbn:hr:133:544950

Rođak A. Utjecaj zidanog ispuna na ponašanje okvirnih konstrukcija [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2022 [cited 2023 November 16] Available at: https://urn.nsk.hr/urn:nbn:hr:133:544950

A. Rođak, "Utjecaj zidanog ispuna na ponašanje okvirnih konstrukcija", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2022. Available at: https://urn.nsk.hr/urn:nbn:hr:133:544950

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Metadata
TitleUtjecaj zidanog ispuna na ponašanje okvirnih konstrukcija
Title (english)The influence of masonry infill on the behaviour of frame structures
AuthorAntonio Rođak
MentorIvan Radić (mentor)
Committee memberDamir Markulak (predsjednik povjerenstva)
Committee memberIvan Radić (član povjerenstva)
Committee memberTihomir Dokšanović (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
Osijek
Defense date and country2022-09-29, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Cilj diplomskog rada je prikazati utjecaj zidanog ispuna na ponašanje okvirnih konstrukcija. Za zadanu konstrukciju poslovne namjene koja je definirana projektnim zadatkom od strane mentora prikazana je analiza opterećenja koja djeljuju na konstrukciju prema lokaciji u Osijeku. Uz dimenzioniranje osnovnih nosivih elemenata konstrukcije proračunat je utjecaj seizmičkog proračuna na konstrukciju prema dva modela. Prvi model sadrži isključivo masu zidanog ispuna kako bi se vjerno prikazala masa konstrukcije pri seizmičkom proračunu, dok drugi proračunski model sadrži prikazan utjecaj zidanog ispuna na nosivu konstrukciju preko metode jedne zamjenske dijagonale. Sama konstrukcija je koncipirana na način da se sastoji od greda i stupova uz zidani ispun. Dispozicijskim rješenjem je prikazana geometrija konstrukcije koja je dimenzija 18 x 18 m, visine 18 m. Stupovi su proračunati s HEA profilima, a glavne nosive grede s HEB profilima. Svi elementi se izvode kvalitetom čelika S355. Proračun konstrukcije je proveden korištenjem programskog paketa SCIA Engineer.
Abstract (english)
The aim of the thesis is to show the influence of masonry infill on the behavior of frame structures. An analysis of the loads distributed on the structure according to the location in Osijek is presented for the given construction for business purposes, which is defined by the project assignment by the mentor. Along with the dimensioning of the basic load-bearing elements of the structure, the impact of the seismic calculation on the structure was calculated according to two models. The first model contains only the mass of the masonry infill in order to accurately represent the mass of the structure during the seismic calculation, while the second calculation model contains the displayed influence of the masonry infill on the load-bearing structure through the method of one substitute diagonal. The construction itself is designed in such a way that it consists of beams and columns with masonry filling. The layout solution shows the geometry of the structure, which has dimensions of 18 x 18 m and a height of 18 m. The columns are calculated with HEA profiles, and the main load-bearing beams with HEB profiles. All elements are made of S355 steel quality. The calculation of the structure was carried out using the SCIA Engineer software package.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:544950
Study programmeTitle: Specialist professional study in civil engineering; specializations in: Construction management, supervision and maintenance of structures, Construction management, supervision and maintenance of structures
Course: Construction management, supervision and maintenance of structures
Study programme type: professional
Study level: specialist graduate
Academic / professional title: stručni/a specijalist/specijalistica inženjer /inženjerka građevinarstva za vođenje građenja, nadzor i održavanje građevina (stručni/a specijalist/specijalistica inženjer /inženjerka građevinarstva za vođenje građenja, nadzor i održavanje građevina)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
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Created on2022-10-27 09:56:26