prikaz prve stranice dokumenta Ocjena statičkog i dinamičkog ponašanja hale tvornice žigica Drava
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master's thesis
Ocjena statičkog i dinamičkog ponašanja hale tvornice žigica Drava
2019. urn:nbn:hr:133:459766
Malenjak, Matea
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

Cite this document

Malenjak, M. (2019). Ocjena statičkog i dinamičkog ponašanja hale tvornice žigica Drava (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:133:459766

Malenjak, Matea. "Ocjena statičkog i dinamičkog ponašanja hale tvornice žigica Drava." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2019. https://urn.nsk.hr/urn:nbn:hr:133:459766

Malenjak, Matea. "Ocjena statičkog i dinamičkog ponašanja hale tvornice žigica Drava." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2019. https://urn.nsk.hr/urn:nbn:hr:133:459766

Malenjak, M. (2019). 'Ocjena statičkog i dinamičkog ponašanja hale tvornice žigica Drava', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 07 November 2024, https://urn.nsk.hr/urn:nbn:hr:133:459766

Malenjak M. Ocjena statičkog i dinamičkog ponašanja hale tvornice žigica Drava [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2019 [cited 2024 November 07] Available at: https://urn.nsk.hr/urn:nbn:hr:133:459766

M. Malenjak, "Ocjena statičkog i dinamičkog ponašanja hale tvornice žigica Drava", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2019. Available at: https://urn.nsk.hr/urn:nbn:hr:133:459766

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Metadata
TitleOcjena statičkog i dinamičkog ponašanja hale tvornice žigica Drava
Title (english)Assesment of static and dynamic behaviour of the Drava matchstick factory
AuthorMatea Malenjak
MentorIvan Kraus (mentor)
Committee memberIvan Kraus (predsjednik povjerenstva)
Committee memberDamir Markulak (član povjerenstva)
Committee memberGoran Gazić (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
Osijek
Defense date and country2019-09-26, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
U radu je provedena ocjena statičkog i dinamičkog ponašanja hale Tvornice žigica Drava. Modelirano je osam varijanti numeričkih modela u kojima je variran razred betona (C20/25 i C30/37), čvrstoća morta korištenog pri zidanju (M5 i M15) te način modeliranja ziđa (plošni i štapni konačni elementi). Svi modeli su opterećeni jednakim opterećenjima, odnosno uporabnim opterećenjem, snijegom, vjetrom i potresnim opterećenjima. Utvrđeno je koji parametar bi najkorisnije bilo ispitati, utjecaj nekonstrukcijskih elemenata, je li prihvatljivo modeliranje ziđa štapnim elementima te su utvrđena granična stanja nekih elemenata. Dakle, najkorisnije bi bilo ispitati razred betona jer su betonski elementi izloženi naprezanjima koja su bliža graničnim stanjima od zidanih elemenata te je raspon mogućih čvrstoća za betonske elemente znatno veći od raspona čvrstoća zidanih elemenata. Na temelju prikazanih rezultata utvrđeno je da se modeliranje ziđa štapnim elementima ne može uvijek koristiti kao jedno od mogućih rješenja jer se u određenim slučajima javljaju nerealna naprezanja. Također je utvrđeno da promjene određenih parametara utječu na elementne izložene promjenama, a ne na globalno ponašanje konstrukcije.
Abstract (english)
The paper evaluates the static and dynamic behavior of the hall of Tvornica žigica Drava. Eight variants of numerical models were modeled, in which the class of concrete (C20/25 and C30/37), the strength of the mortar used in masonry (M5 and M15) and the method of modeling the masonry (shell and rod frame elements) was varied. All models are loaded with equal loads: dead load, snow, wind and earthquake loads. It was determined which parameter would be most useful to test, the influence of non-structural elements, whether modeling of the masonry with frame elements was acceptable, and the boundary states of some elements were determined. Therefore, it would be most useful to test the class of concrete because the concrete elements are exposed to stresses that are closer to the boundary states than the masonry and the range of possible strengths for the concrete elements is much larger than the strength range of the masonry units. Based on the results presented, it was found that modeling of masonry with frame elements cannot always be used as one of the possible solutions since unrealistic stresses occur in certain cases. It has also been found that changes in certain parameters affect the elemental ones exposed to change and not the global behavior of the structure.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:459766
Study programmeTitle: University graduate study in civil engineering; specializations in: Hydraulic engineering, Supporting structures, Construction management and technology, Transportation engineering
Course: Supporting structures
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 on2019-10-07 10:40:31