prikaz prve stranice dokumenta Reliability Assessment of Masonry Infilled RC Frame Building’s Earthquake Performance through Accidental Torsion Consideration
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Scientific paper - Original scientific paper
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. & 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, no. 2, 2023, pp. 483-496. https://doi.org/10.28991/CEJ-2023-09-02-017

Burilo, Dalibor, Damir Markulak, Tihomir Dokšanović and Davorin Penava. "Reliability Assessment of Masonry Infilled RC Frame Building’s Earthquake Performance through Accidental Torsion Consideration." Civil engineering journal (Tehran) 9, no. 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), pp. 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 [cited 2024 December 26];9(2):483-496. doi: 10.28991/CEJ-2023-09-02-017

D. Burilo, D. Markulak, T. Dokšanović and D. Penava, "Reliability Assessment of Masonry Infilled RC Frame Building’s Earthquake Performance through Accidental Torsion Consideration", Civil engineering journal (Tehran), vol. 9, no. 2, pp. 483-496, 2023. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:133:527669. [Accessed: 26 December 2024]

Metadata
Title (english)Reliability Assessment of Masonry Infilled RC Frame Building’s Earthquake Performance through Accidental Torsion Consideration
AuthorDalibor Burilo
AuthorDamir Markulak
AuthorTihomir Dokšanović
AuthorDavorin Penava
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)
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.
Keywords (english)
Languageenglish
Publication typeScientific paper - Original scientific paper
Publication statusPublished
Peer reviewPeer review - international
Publication versionPublished version
Journal titleCivil engineering journal (Tehran)
Numberingvol. 9, no. 2, pp. 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
Publication2023
ProjectNumber: IP-2013-11-3013
Title (croatian): Uokvireno ziđe - kompozitni nosivi sustav kod armirano-betonskih zgrada
Title (english): Frame - masonry composites for modelling and standardization
Acronym: FRAmed-MAsonry
Leader: Vladimir Sigmund
Jurisdiction: Croatia
Funding stream: Research Projects
Type of resourceText
Access conditionsOpen access
Terms of useLicence Attribution 4.0 International (CC BY 4.0) icon
Created on2024-12-17 12:32:08