prikaz prve stranice dokumenta Simplified approaches for modeling infilled frames
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Scientific paper - Review paper
Simplified approaches for modeling infilled frames
E-GFOS, 5 (2014), 9; 70-88. https://doi.org/10.13167/2014.9.8
Teni, Mihaela; Grubišić, Marin; Guljaš, Ivica

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Teni, M., Grubišić, M. & Guljaš, I. (2014). Simplified approaches for modeling infilled frames. E-GFOS, 5. (9), 70-88. doi: 10.13167/2014.9.8

Teni, Mihaela, et al. "Simplified approaches for modeling infilled frames." E-GFOS, vol. 5, no. 9, 2014, pp. 70-88. https://doi.org/10.13167/2014.9.8

Teni, Mihaela, Marin Grubišić and Ivica Guljaš. "Simplified approaches for modeling infilled frames." E-GFOS 5, no. 9 (2014): 70-88. https://doi.org/10.13167/2014.9.8

Teni, M., Grubišić, M. and Guljaš, I. (2014) 'Simplified approaches for modeling infilled frames', E-GFOS, 5(9), pp. 70-88. doi: 10.13167/2014.9.8

Teni M, Grubišić M, Guljaš I. Simplified approaches for modeling infilled frames. E-GFOS [Internet]. 2014 December [cited 2024 December 22];5(9):70-88. doi: 10.13167/2014.9.8

M. Teni, M. Grubišić and I. Guljaš, "Simplified approaches for modeling infilled frames", E-GFOS, vol. 5, no. 9, pp. 70-88, December 2014. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:133:507777. [Accessed: 22 December 2024]

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Metadata
Title (english)Simplified approaches for modeling infilled frames
Title (croatian)Pojednostavljeni pristupi modeliranju okvira s ispunom
AuthorMihaela Teni
AuthorMarin Grubišić
AuthorIvica Guljaš
Author's institutionJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract (english)
In many seismic areas, reinforced-concrete frames are filled with masonry infill walls. The behavior of these structural composite systems are difficult to model, and existing regulations lack guidelines for their design. In most cases, the masonry infill is excluded from the design process because it is considered a non-structural element. However, excluding them can have significant negative consequences. A properly modeled and designed reinforced-concrete frame with infill can significantly affect the strength, stiffness, and energy dissipation of the frame structure. In fact, a masonry infill combined with a relatively flexible reinforced-concrete frame certainly takes part in the resistance to horizontal actions. To investigate this issue, we modeled the behavior of frame structures with masonry infills in three ways: First, we used a linear seismic method of equivalent horizontal forces, applied to six models with different heights, modeling the masonry infill with “shell” finite elements. Second, we performed the same analysis with a “link” element as a compressive strut. Third, we used nonlinear dynamic analysis to consider the concentrated plasticity of columns and beams and a nonlinear model with the masonry infill considered a compressive strut. In each modeling approach, the masonry infill significantly affected the behavior of the structures and their dynamic response to seismic actions.
Abstract (croatian)
U mnogim zemljama i seizmičkim područjima, armiranobetonski okviri ispunjeni su zidanom ispunom, tako predstavljajući konstrukcijski kompozitni sustav čije ponašanje je teško predvidjeti i modelirati, što vodi do nedostatka smjernica za projektiranje u postojećim propisima. Zidane ispune najčešće se smatra nekonstrukcijskim elementom te se redovito ne uključuju u proračun, što može imati znatne negativne posljedice. Dokazano je da pravilno modeliran i projektiran armiranobetonski okvir s ispunom ima bitan utjecaj na čvrstoću, krutost i disipaciju energije okvirnih konstrukcija. Naime, smatra se da zidana ispuna, u kombinaciji s relativno fleksibilnim armiranobetonskim okvirima, zasigurno preuzima jedan dio otpornosti na horizontalno djelovanje. S obzirom na ovu problematiku, provedena su tri načina modeliranja ponašanja okvirne konstrukcije sa zidanom ispunom. Prvi pristup je linearna seizmička analiza metodom ekvivalentnih sila na šest različitih modela po visini, te dva načina modeliranja zidane ispune – pomoću “shell” konačnih elemenata te pomoću “link” tlačne dijagonale, programom CSi SAP2000. Drugi pristup obrađuje nelinearnu dinamičku analizu s koncentriranim plastičnostima za stupove i grede te nelinearni model tlačnih dijagonala za zidanu ispunu. Zaključeno je da zidana ispuna u svakom pristupu modeliranja bitno utječe na ponašanje konstrukcije i dinamičke karakteristike pri potresnim djelovanjima.
Keywords (english)
Keywords (croatian)
Languageenglish
Publication typeScientific paper - Review paper
Publication statusPublished
Peer reviewPeer review
Publication versionPublished version
Journal titleE-GFOS
Numberingvol. 5, no. 9, pp. 70-88
e-ISSN1847-8948
DOIhttps://doi.org/10.13167/2014.9.8
URN:NBNurn:nbn:hr:133:507777
Publication2014-12
Document URLhttps://hrcak.srce.hr/131392
Type of resourceText
Access conditionsOpen access
Terms of useLicence Attribution-NonCommercial-NoDerivs 3.0 Unported (CC BY-NC-ND 3.0) icon
Created on2018-01-18 08:27:20