Pregled bibliografske jedinice broj: 648559
Lateral resistance of steel frames with masonry infill
Lateral resistance of steel frames with masonry infill // MLADÝ VEDEC/YOUNG SCIENTIST 2013 / Platko, Peter ; Eštoková, Adriana ; Karelová, Zuzana (ur.).
Košice: Faculty of Civil Engineering, Technical University of Košice, 2013. (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 648559 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Lateral resistance of steel frames with masonry infill
Autori
Radić, Ivan ; Markulak, Damir ; Sigmund, Vladimir
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
MLADÝ VEDEC/YOUNG SCIENTIST 2013
/ Platko, Peter ; Eštoková, Adriana ; Karelová, Zuzana - Košice : Faculty of Civil Engineering, Technical University of Košice, 2013
ISBN
978-80-553-1305-4
Skup
Young Scientist 2013 The 5th PhD. Student Conference of Civil Engineering and Architecture under the auspices of the Civil Engineering Faculty Dean assoc. prof. Vincent Kvočák, PhD.
Mjesto i datum
Košice, Slovačka, 10.04.2013. - 12.04.2013
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
čelični okvir; zidani ispun; numerički modeli; eksperimentalno istraživanje
(steel frame; masonry infill; numerical models; experimental testing)
Sažetak
The behaviour prediction of frame structures with masonry infill exhibited under lateral loading is still relatively complex. Although such composite constructions are frequently applied in buildings, there are no practice oriented models for their design, as it is the case with most other types of building systems. The use of existing approaches can lead to inadequate or overestimated load capacities, as different models are more or less suitable for certain applications and can give diverse results for the same system. This paper presents some of the modelling approaches used in strength prediction of steel frames with masonry infill. Based on experimental results of constitutive parts properties (steel material, masonry elements, mortar), is shown implementation of an equivalent diagonal model prediction using nonlinear and linear strength envelopes. Results gained by this investigation will serve for an experimental investigation on a steel one story – one bay frame with different types of masonry infill.
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