prikaz prve stranice dokumenta Reliability Assessment of Masonry Infilled RC Frame Building’s Earthquake Performance through Accidental Torsion Consideration
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Reliability Assessment of Masonry Infilled RC Frame Building’s Earthquake Performance through Accidental Torsion Consideration
Civil engineering journal (Tehran), 9 (2023), 2; 483-496. https://doi.org/10.28991/CEJ-2023-09-02-017
Burilo, Dalibor; Markulak, Damir; Dokšanović, Tihomir; Penava, Davorin

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Burilo, D., Markulak, D., Dokšanović, T. i Penava, D. (2023). Reliability Assessment of Masonry Infilled RC Frame Building’s Earthquake Performance through Accidental Torsion Consideration. Civil engineering journal (Tehran), 9. (2), 483-496. doi: 10.28991/CEJ-2023-09-02-017

Burilo, Dalibor, et al. "Reliability Assessment of Masonry Infilled RC Frame Building’s Earthquake Performance through Accidental Torsion Consideration." Civil engineering journal (Tehran), vol. 9, br. 2, 2023, str. 483-496. https://doi.org/10.28991/CEJ-2023-09-02-017

Burilo, Dalibor, Damir Markulak, Tihomir Dokšanović i Davorin Penava. "Reliability Assessment of Masonry Infilled RC Frame Building’s Earthquake Performance through Accidental Torsion Consideration." Civil engineering journal (Tehran) 9, br. 2 (2023): 483-496. https://doi.org/10.28991/CEJ-2023-09-02-017

Burilo, D., et al. (2023) 'Reliability Assessment of Masonry Infilled RC Frame Building’s Earthquake Performance through Accidental Torsion Consideration', Civil engineering journal (Tehran), 9(2), str. 483-496. doi: 10.28991/CEJ-2023-09-02-017

Burilo D, Markulak D, Dokšanović T, Penava D. Reliability Assessment of Masonry Infilled RC Frame Building’s Earthquake Performance through Accidental Torsion Consideration. Civil engineering journal (Tehran) [Internet]. 2023. [pristupljeno 20.12.2024.];9(2):483-496. doi: 10.28991/CEJ-2023-09-02-017

D. Burilo, D. Markulak, T. Dokšanović i D. Penava, "Reliability Assessment of Masonry Infilled RC Frame Building’s Earthquake Performance through Accidental Torsion Consideration", Civil engineering journal (Tehran), vol. 9, br. 2, str. 483-496, 2023. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:133:527669. [Citirano: 20.12.2024.]

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Podaci o radu
Naslov (engleski)Reliability Assessment of Masonry Infilled RC Frame Building’s Earthquake Performance through Accidental Torsion Consideration
AutorDalibor Burilo
AutorDamir Markulak
AutorTihomir Dokšanović
AutorDavorin Penava
Autorova ustanovaSveučilište Josipa Jurja Strossmayera u Osijeku
Građevinski i arhitektonski fakultet Osijek
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
Accidental torsional behaviour induced by horizontal loading is difficult to predict, being a complex phenomenon governed by many variables. This problem gains an additional dimension of complexity when nonlinear responses with imperfections need to be considered. Therefore, evaluation and understanding the influence of accidental torsion are fundamental in seismic reliability estimation. This study offers vital insights based on the results of a 1/2.5 scale three-story masonry infilled reinforced concrete frame building’s test on a shaking table. The building was tested under ten consecutive ground motions with increasing ag/g, recorded at Herzeg Novi station during the 1979-M6.9 Montenegro earthquake. The accidental eccentricity, considered a random variable, resulted from unsymmetrical masonry infill wall damage in an otherwise regular building. Its effect, in relation to that of other random (design) variables, was evaluated utilising weight factors and, in addition, assessed through various building code provisions and state-of-the-art research findings. The analysis revealed that the accidental eccentricity, as compared to other random variables considered, could, under certain conditions, reach values higher than those prescribed by the building codes. This unacceptable seismic reliability clearly warns that accidental torsion of masonry-infilled reinforced concrete frames in in-situ conditions must be considered even in regular buildings.
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaCivil engineering journal (Tehran)
Brojčani podacivol. 9, br. 2, str. 483-496
BPC1095,00 EUR
p-ISSN2676-6957
e-ISSN2476-3055
DOIhttps://doi.org/10.28991/CEJ-2023-09-02-017
URN:NBNurn:nbn:hr:133:527669
Datum objave publikacije2023
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
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Imenovanje 4.0 međunarodna (CC BY 4.0)
Datum i vrijeme pohrane2024-12-17 12:32:08