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Scientific paper - Review paper
Comparison of non-linear masonry infill macro-models
E-GFOS, 5 (2014), 8; 44-55. https://doi.org/10.13167/2014.8.6
Kalman Šipoš, Tanja; Sigmund, Vladimir

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Kalman Šipoš, T. & Sigmund, V. (2014). Comparison of non-linear masonry infill macro-models. E-GFOS, 5. (8), 44-55. doi: 10.13167/2014.8.6

Kalman Šipoš, Tanja and Vladimir Sigmund. "Comparison of non-linear masonry infill macro-models." E-GFOS, vol. 5, no. 8, 2014, pp. 44-55. https://doi.org/10.13167/2014.8.6

Kalman Šipoš, Tanja and Vladimir Sigmund. "Comparison of non-linear masonry infill macro-models." E-GFOS 5, no. 8 (2014): 44-55. https://doi.org/10.13167/2014.8.6

Kalman Šipoš, T. and Sigmund, V. (2014) 'Comparison of non-linear masonry infill macro-models', E-GFOS, 5(8), pp. 44-55. doi: 10.13167/2014.8.6

Kalman Šipoš T, Sigmund V. Comparison of non-linear masonry infill macro-models. E-GFOS [Internet]. 2014 July [cited 2024 December 27];5(8):44-55. doi: 10.13167/2014.8.6

T. Kalman Šipoš and V. Sigmund, "Comparison of non-linear masonry infill macro-models", E-GFOS, vol. 5, no. 8, pp. 44-55, July 2014. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:133:559386. [Accessed: 27 December 2024]

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Metadata
Title (english)Comparison of non-linear masonry infill macro-models
Title (croatian)Usporedba nelinearnih makromodela zidanih ispuna
AuthorTanja Kalman Šipoš
AuthorVladimir Sigmund
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)
Reinforced-concrete frames with masonry infill are composite systems, common in low and medium-high buildings, whose behavior under earthquake loads is difficult to predict. Because of that, most national codes ignore the contribution of infill to the structural response. In this paper, we determined the seismic behavior of infilled frames by using a numerical non-liner model (with various geometries and various masonry and r/c frame properties), using samples taken from the originally collected experimental data base on infilled frames “EDIF”. We then compared these experimental results to numerical models designed using recommendations from FEMA 356 (nonlinear model), Eurocode 8 (linear model), and other published methods (Stafford-Smith and Carter, Mainstone, Žarnić, Paulay and Priestley) in order to assess the most suitable, rational macro model for evaluating the behaviour of masonry infill in a reinforced-concrete frame during earthquake excitation.
Abstract (croatian)
Armiranobetonski okviri sa zidanom ispunom predstavljaju kompozitne konstrukcije, dominante u području niskih i srednje visokih građevina, čije je ponašanje pri djelovanju potresa teško predvidjeti. Zbog toga se doprinos zidane ispune odgovoru konstrukcije općenito zanemaruje u većini nacionalnih propisa. Ponašanje uokvirenog ziđa pri djelovanju potresa primjenom numeričkog nelinearnog modela dokazano je uporabom eksperimentalnih uzoraka iz EDIF eksperimentalne baze i usporedbom prema metodama projektiranja uokvirenog ziđa u FEMA 356 (nelinearni model), Eurokodu 8 (linearni model), te drugim metodama (Stafford-Smith i Carter, Mainstone, Žarnić, Paulay and Priestley). Ova usporedna studija provedena je radi dobivanja najprikladnijeg i najracionalnijeg modela zidane ispune u armiranobetonskim okvirima pri djelovanju potresa.
Keywords (english)
Keywords (croatian)
Languageenglish
Publication typeScientific paper - Review paper
Publication statusPublished
Peer reviewPeer review
Publication versionPublished version
Journal titleE-GFOS
Numberingvol. 5, no. 8, pp. 44-55
e-ISSN1847-8948
DOIhttps://doi.org/10.13167/2014.8.6
URN:NBNurn:nbn:hr:133:559386
Publication2014-07
Document URLhttp://hrcak.srce.hr/123701
Type of resourceText
Access conditionsOpen access
Terms of useLicence Attribution-NonCommercial-NoDerivs 3.0 Unported (CC BY-NC-ND 3.0) icon
Created on2018-01-16 08:01:10