Pregled bibliografske jedinice broj: 936759
Simplified methodologies for out-of-plane resistance verification of framed-masonry walls
Simplified methodologies for out-of-plane resistance verification of framed-masonry walls // Young Scientist 2018 / Kvočák, Vincent (ur.).
Vysoké Tatry: Faculty of Civil Engineering, Technical University of Košice, 2018. str. 1-10 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 936759 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Simplified methodologies for out-of-plane resistance verification of framed-masonry walls
Autori
Anić, Filip ; Penava, Davorin ; Abrahamczyk, Lars ; Sarhosis, Vasilis
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Young Scientist 2018
/ Kvočák, Vincent - Vysoké Tatry : Faculty of Civil Engineering, Technical University of Košice, 2018, 1-10
ISBN
978-80-553-2952-9
Skup
10th International Scientific Conference on Civil and Environmental Engineering
Mjesto i datum
Vysoké Tatry, Slovačka, 26.04.2018. - 27.04.2018
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
simplified methodologies, URM infill walls, out-of-plane resistance, framed-masonry walls, sensitivity study
Sažetak
In design for earthquake resistance of reinforced concrete frame structures, unreinforced masonry (URM) infill walls, panels or partitions are considered as non-structural elements. However, if effective structural contact with the frame is such that the infill and frame will have equal deformations (framed-masonry), masonry infill walls should be considered as integrated in the structure and a part of the seismic earthquake system (structural element). The effects of infill walls, with or without openings, on the overall seismic response of structural frames are manifested through increase in stiffness, strength and energy dissipation capacity and the alteration of earthquake resistance distribution throughout the structure. The field of research is divided into three general fields: in-plane response, out-of-plane response and their combinations. This work presents the state of the art of simplified modelling approaches for out-of-plane resistance verification. A parametric study was conducted to address the sensitivity of simplified mathematical models on the structural characteristics of masonry infill walls.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
Napomena
Rad je izrađen u okviru znanstvenoistraživačkog internog projekta "Utjecaj otvora na potresnu otpornost konstrukcija od uokvirenog ziđa izvan vlastite ravnine" Građevinskog fakulteta Osijek te znanstvenoistraživačkog projekta "Procjena oštećenja armiranobetonskih okvirnih konstrukcija ispunjenih ziđem uslijed potresnog 3D djelovanja" u okviru bilateralnog programa za razmjenu sudionika u projektima između Republike Hrvatske i Savezne Republike Njemačke. Navedeni projekti su podprojekti projekta "Uokvireno ziđe - kompozitni nosivi sustav kod armirano-betonskih zgrada (MB: HRZZ-IP-2013-11-3013)".
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