Pregled bibliografske jedinice broj: 1008555
Distribution of shear resistance among components of r. c. frames with masonry infill walls containing confined door and window openings
Distribution of shear resistance among components of r. c. frames with masonry infill walls containing confined door and window openings // Proceedings of 7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2019) / Papadrakakis, Manolis ; Fragiadakis, Michalis (ur.).
Hersonissos: European Community on Computational Methods in Aoolied Sciences (ECCOMAS), 2019. str. 1-13 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Distribution of shear resistance among components of r. c. frames with masonry infill walls containing confined door and window openings
Autori
Penava, Davorin ; Anić, Filip ; Sarhosis, Vasilis ; Abrahamczyk, Lars
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of 7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2019)
/ Papadrakakis, Manolis ; Fragiadakis, Michalis - Hersonissos : European Community on Computational Methods in Aoolied Sciences (ECCOMAS), 2019, 1-13
Skup
7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2019)
Mjesto i datum
Hersonissos, Grčka, 24.06.2019. - 26.06.2019
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
R. C. Frame ; Unreinforced Masonry Infill Walls ; Door and Window Opening ; R. C. Confining Elements ; Partial Shear Resistance
Sažetak
In earthquake resistant design of r. c. frame structures with unreinforced masonry infill walls, containing different in size and position window and door openings, confining elements (tiecolumns) are crucial component of seismic detailing of the structure. Having construction of the masonry infill wall without confining elements along opening edges, seismic response prediction becomes unreliable, due to uncontrolled sequenced failure mode of masonry infill walls, its out-of-plane instability, unfavorable crack distribution and premature and total disintegration. Confining elements are not subdued to design as moment-resisting r. c. frames and their construction details are based on simple recommendations. The aim of this study is, by usage of calibrated computational micromodel in computer program ATENA 2D Eng, to determine the shear resistance distribution among components of r. c. frames with masonry infill walls, containing confined door and window openings, at damage grades in compliance with EMS-98 scale.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
Napomena
[MS 28] New advances in computational modelling and experimental testing of infilled frames
POVEZANOST RADA
Projekti:
HRZZ-IP-2013-11-3013 - Uokvireno ziđe - kompozitni nosivi sustav kod armirano-betonskih zgrada (FRAmed-MAsonry) (Sigmund, Vladimir, HRZZ - 2013-11) ( CroRIS)
Ustanove:
Građevinski i arhitektonski fakultet Osijek
