Pregled bibliografske jedinice broj: 1008788
Comparison of experimental and analytically predicted out-of-plane behavior of framed- masonry walls containing openings
Comparison of experimental and analytically predicted out-of-plane behavior of framed- masonry walls containing 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. 1-8 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Comparison of experimental and analytically predicted out-of-plane behavior of framed- masonry walls containing openings
Autori
Anić, Filip ; Penava, Davorin ; Burilo, Dalibor ; Abrahamczyk, Lars ; Sarhosis, Vasilis
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, 1-8
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
Comparison ; experimental ; analytical ; out-of-plane ; infilled frames ; openings
Sažetak
During an earthquake, structures are loaded in both in-plane and out-of-plane direction. This paper investigates the behavior of load-bearing frames with infill walls that contain openings. As when they are subjected to out-of-plane, inertial loads. In the experimental campaigns of like structures, it was found that even with openings, the beneficial arching-action was able to develop. However, its effectiveness was limited. Namely, the deformation capabilities in all cases were significantly lowered. Same can not be stated for the load-bearing capacities, as some researches found no reduction while others did. Additionally, this paper analyses the existing equations that can calculate the load-bearing capacity of such structures. Low correlations were found between the experimental and analytical capacities. Hence, further research endeavors should be addressed in order to gain a reliable analytical model.
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
