prikaz prve stranice dokumenta Development and Calibration of a 3D Micromodel for Evaluation of Masonry Infilled RC Frame Structural Vulnerability to Earthquakes
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Development and Calibration of a 3D Micromodel for Evaluation of Masonry Infilled RC Frame Structural Vulnerability to Earthquakes
Geosciences, 11 (2021), 11; 468. https://doi.org/10.3390/geosciences11110468
Anić, Filip; Penava, Davorin; Sarhosis, Vasilis; Abrahamczyk, Lars

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Anić, F., Penava, D., Sarhosis, V. i Abrahamczyk, L. (2021). Development and Calibration of a 3D Micromodel for Evaluation of Masonry Infilled RC Frame Structural Vulnerability to Earthquakes. Geosciences, 11. (11). doi: 10.3390/geosciences11110468

Anić, Filip, et al. "Development and Calibration of a 3D Micromodel for Evaluation of Masonry Infilled RC Frame Structural Vulnerability to Earthquakes." Geosciences, vol. 11, br. 11, 2021. https://doi.org/10.3390/geosciences11110468

Anić, Filip, Davorin Penava, Vasilis Sarhosis i Lars Abrahamczyk. "Development and Calibration of a 3D Micromodel for Evaluation of Masonry Infilled RC Frame Structural Vulnerability to Earthquakes." Geosciences 11, br. 11 (2021). https://doi.org/10.3390/geosciences11110468

Anić, F., et al. (2021) 'Development and Calibration of a 3D Micromodel for Evaluation of Masonry Infilled RC Frame Structural Vulnerability to Earthquakes', Geosciences, 11(11). doi: 10.3390/geosciences11110468

Anić F, Penava D, Sarhosis V, Abrahamczyk L. Development and Calibration of a 3D Micromodel for Evaluation of Masonry Infilled RC Frame Structural Vulnerability to Earthquakes. Geosciences [Internet]. 2021. [pristupljeno 23.12.2024.];11(11). doi: 10.3390/geosciences11110468

F. Anić, D. Penava, V. Sarhosis i L. Abrahamczyk, "Development and Calibration of a 3D Micromodel for Evaluation of Masonry Infilled RC Frame Structural Vulnerability to Earthquakes", Geosciences, vol. 11, br. 11, 2021. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:133:512811. [Citirano: 23.12.2024.]

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Podaci o radu
Naslov (engleski)Development and Calibration of a 3D Micromodel for Evaluation of Masonry Infilled RC Frame Structural Vulnerability to Earthquakes
AutorFilip Anić
AutorDavorin Penava
AutorVasilis Sarhosis
AutorLars Abrahamczyk
Autorova ustanovaSveučilište Josipa Jurja Strossmayera u Osijeku
Građevinski i arhitektonski fakultet Osijek
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
Within the scope of literature, the influence of openings within the infill walls that are bounded by a reinforced concrete frame and excited by seismic drift forces in both in- and out-of-plane direction is still uncharted. Therefore, a 3D micromodel was developed and calibrated thereafter, to gain more insight in the topic. The micromodels were calibrated against their equivalent physical test specimens of in-plane, out-of-plane drift driven tests on frames with and without infill walls and openings, as well as out-of-plane bend test of masonry walls. Micromodels were rectified based on their behavior and damage states. As a result of the calibration process, it was found that micromodels were sensitive and insensitive to various parameters, regarding the model’s behavior and computational stability. It was found that, even within the same material model, some parameters had more effects when attributed to concrete rather than on masonry. Generally, the in- plane behavior of infilled frames was found to be largely governed by the interface material model. The out-of-plane masonry wall simulations were governed by the tensile strength of both the interface and masonry material model. Yet, the out- of-plane drift driven test was governed by the concrete material properties.
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaGeosciences
Brojčani podacivol. 11, br. 11, 468
e-ISSN2076-3263
DOIhttps://doi.org/10.3390/geosciences11110468
URN:NBNurn:nbn:hr:133:512811
Datum objave publikacije2021
ProjektŠifra: IP-2013-11-3013
Naziv (hrvatski): Uokvireno ziđe - kompozitni nosivi sustav kod armirano-betonskih zgrada
Naziv (engleski): Frame - masonry composites for modelling and standardization
Kratica: FRAmed-MAsonry
Voditelj: Vladimir Sigmund
Pravna nadležnost: Hrvatska
Financijer: Hrvatska zaklada za znanost
Linija financiranja: Research Projects
URL dokumentahttps://www.mdpi.com/2076-3263/11/11/468
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Imenovanje 4.0 međunarodna (CC BY 4.0)
Datum i vrijeme pohrane2024-12-06 09:20:24