Pregled bibliografske jedinice broj: 720000
Influence of Openings on Seismic Response of Reinforced Concrete Frames with Masonry Infill
Influence of Openings on Seismic Response of Reinforced Concrete Frames with Masonry Infill // Proceedings of the International Scientific Conference „SEEFORM Scholars' Successful Stories "10 Years of South Eastern European Graduate School for Master and Ph.D. Formation in Engineering" / Dumova-Jovanoska, E. ; Josifovski, J. ; Churilov, S. ; Bogoevska, S. (ur.).
Skopje: Faculty of Civil Engineering, Ss. Cyril and Methodious University, 2014. str. 45-50 (predavanje, međunarodna recenzija, sažetak, znanstveni)
CROSBI ID: 720000 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Influence of Openings on Seismic Response of Reinforced Concrete Frames with Masonry Infill
Autori
Penava, Davorin ; Sigmund, Vladimir
Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, sažetak, znanstveni
Izvornik
Proceedings of the International Scientific Conference „SEEFORM Scholars' Successful Stories "10 Years of South Eastern European Graduate School for Master and Ph.D. Formation in Engineering"
/ Dumova-Jovanoska, E. ; Josifovski, J. ; Churilov, S. ; Bogoevska, S. - Skopje : Faculty of Civil Engineering, Ss. Cyril and Methodious University, 2014, 45-50
ISBN
978-608-4510-17-8
Skup
International Scientific Conference SEEFORM Scholars' Successfull Stories
Mjesto i datum
Skopje, Sjeverna Makedonija, 09.10.2014. - 10.10.2014
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Seismic Response; Reinforced Concrete Frames; Masonry Infill; Openings
Sažetak
In the dissertation investigated was the influence of openings in the masonry infill RC frames by use of experiments and numerical studies. The experimental part of the dissertation consisted of the tests performed on the single-storey single-span reinforced- concrete frame specimens with masonry infill. They were subjected to constant vertical and horizontal cyclic loads. Given the necessary limitations of the experimental tests and the necessity of generalization of the conclusions, the experimental results were supplemented with numerical studies, through nonlinear finite element method applied in ATENA 2D. In order to increase the reliability of the numerical results, first the FEM models were calibrated on the experimental results and then were used for further parametric study. That gave us the insight into the overall behavior and the influence parameters for masonry infill, with and without openings, were obtained. Understanding of the mechanism and the sequence of the failure of such composite structures helps in taking into the account the influence of openings.
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
