Pregled bibliografske jedinice broj: 1118305
Out-of-plane behaviour of masonry infilled RC frames with openings under cyclic loading
Out-of-plane behaviour of masonry infilled RC frames with openings under cyclic loading // Proceedings of the 1st Croatian Conference on Earthquake Engineering - 1CroCEE / Lakušić, Stjepan ; Atalić, Josip (ur.).
Zagreb, 2021. str. 989-998 doi:10.5592/CO/1CroCEE.2021 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 1118305 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Out-of-plane behaviour of masonry infilled RC
frames with openings under cyclic loading
Autori
Anić, Filip ; Penava, Davorin ; Guljaš, Ivica ; Dokšanović, Tihomir ; Sarhosis, Vasilis ; Abrahamczyk, Lars
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the 1st Croatian Conference on Earthquake Engineering - 1CroCEE
/ Lakušić, Stjepan ; Atalić, Josip - Zagreb, 2021, 989-998
ISBN
978-953-8168-47-5
Skup
1st Croatian Conference on Earthquake Engineering (1CroCEE)
Mjesto i datum
Zagreb, Hrvatska, 22.03.2021. - 24.03.2021
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Out-of-Plane Behaviour, Masonry Infilled RC Frames, Openings, Cyclic Loading
Sažetak
The majority of multi-storey buildings worldwide are constructed as reinforced concrete frame structures with masonry infill walls. Whereas frames, unlike infill walls are considered load- bearing. Yet, infill walls contribute to the structure’s overall behaviour during seismic activity. Also, infill walls can impose hazard and safety issues due to Out-of-Plane instability. Consequently, this paper presents the results of experimental studies on reinforced concrete frames with unreinforced masonry infill walls, with and without openings. The study included six specimens: bare and fully infilled frame, while the others contained centric and eccentric door and window opening. The specimens were loaded in one direction by cyclic, quasi- static out-of- plane drift forces. Both drift driven tests and openings were rarely studied in the field of out- of-plane infilled walls behaviour. The experiments were monitored by two independent measuring systems, i.e. 3D optical (ARAMIS) and physical (linear variable differential and force transducers) systems. It was found that the infill wall did not contribute to the frame’s overall behaviour. Albeit, the infill walls accumulated a significant amount of damage, especially the ones with openings.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Projekti:
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
