Pregled bibliografske jedinice broj: 693843
Experimental Studies of Single Bay RC Frames with Strengthened Masonry Infill
Experimental Studies of Single Bay RC Frames with Strengthened Masonry Infill // Young scientist 2014 / Platko, Peter ; Eštoková, Adriana ; Lojkovics, Ján (ur.).
Košice: Technical University, 2014. str. 94-107 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 693843 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Experimental Studies of Single Bay RC Frames with Strengthened Masonry Infill
Autori
Grubišić, Marin ; Sigmund, Vladimir
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Young scientist 2014
/ Platko, Peter ; Eštoková, Adriana ; Lojkovics, Ján - Košice : Technical University, 2014, 94-107
ISBN
978-80-553-1668-0
Skup
6th Ph.D. Student Conference of Civil Engineering and Architecture
Mjesto i datum
Košice, Slovačka, 09.04.2014. - 11.04.2014
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Reinforced Concrete (RC) frame; Masonry Infill; Seismic Strengthening; Infilled RC Frame; Experimental Testing
Sažetak
Reinforced concrete frame buildings with masonry infill walls are being widely used in seismic prone regions in Southern Europe. For seismic design and evaluation of existing buildings, the contribution of infill walls is usually neglected although it can be and usually is beneficial. Its contribution is of special importance for seismic strengthening of RC frame buildings, where it can be of special importance. Strengthening methods are not sufficiently investigated, especially experimentally, and the investigation of these is necessary. Within the scope of our research, we have planned to investigate possible strengthening methods, of strong and weak frames, by application of the masonry infill. Reinforced concrete frame was designed according to the EC8 and for masonry infill we used hollow and solid clay masonry units. One storey- one bay specimens, built in a scale 1:2.5, were tested under constant vertical and cyclic in-plane lateral loads. In the full paper, we will present only one part of the experiments that were performed at the Laboratory for experimental mechanics at the Faculty of Civil Engineering in Osijek, Croatia.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
149-1492966-1536 - Seizmički proračun okvirnih konstrukcija s ispunom (Sigmund, Vladimir, MZOS ) ( CroRIS)
Ustanove:
Građevinski i arhitektonski fakultet Osijek