Pregled bibliografske jedinice broj: 1220146
The Effect of Confinement of Openings on Shear Resistance of RC Frame with URM Infill Wall Structure Components
The Effect of Confinement of Openings on Shear Resistance of RC Frame with URM Infill Wall Structure Components // Proceedings of the 10th International Congress of Croatian Society of Mechanics / Skozrit, Ivica ; Tonković, Zdenko ; Sorić, Jurica (ur.).
Pula: Hrvatsko društvo za mehaniku (HDM), 2022. str. 37-38 (predavanje, međunarodna recenzija, prošireni sažetak, znanstveni)
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Naslov
The Effect of Confinement of Openings on Shear
Resistance of RC Frame with URM Infill Wall
Structure Components
Autori
Penava, Davorin ; Abrahamczyk, Lars ; Shambhu Sharma, Shashikant ; Cavaleri, Liborio ; Mohebkhah, Amin ; Sarhosis, Vasilis
Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, prošireni sažetak, znanstveni
Izvornik
Proceedings of the 10th International Congress of Croatian Society of Mechanics
/ Skozrit, Ivica ; Tonković, Zdenko ; Sorić, Jurica - Pula : Hrvatsko društvo za mehaniku (HDM), 2022, 37-38
Skup
10th International Congress of Croatian Society of Mechanic (ICCSM 2022)
Mjesto i datum
Pula, Hrvatska, 28.09.2022. - 30.09.2022
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
opening ; confinement ; RC frame ; URM infill wall ; shear resistance
Sažetak
With respect to the RC frame, URM infill wall and vertical RC confining element component contribution to shear (seismic) resistance of the structure, it can be concluded that the presence of confinement of opening, under various opening size (Ao/Ai), type and position (eo=hi/5+lo/2 or eo=li/2) cases, improved the performance of the structure, as compared to the their unconfined counterparts. In case of the RC frames with URM infill wall with unconfined openings, the shear demand for the RC frame, i.e. VR, if, f, max/VR, f, max ratio, was higher than the designed value i.e. VR, f, max, in compliance with EN 1992-1-1:2004 and EN 1998-1:2004 provisions).
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
Napomena
The work has been presented within the special
session entitled Natural Hazards and Resilience of
Masonry Structures (NHRMS)
POVEZANOST RADA
Projekti:
IP-2013-11-3013 - Uokvireno ziđe - kompozitni nosivi sustav kod armirano-betonskih zgrada (FRAmed-MAsonry) (Sigmund, Vladimir, HRZZ - 2013-11) ( CroRIS)
Profili:
Davorin Penava
(autor)