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Out-of-plane experimental study of strengthening slender non-structural masonry walls
Klun, Martin (Avtor), Antolinc, David (Avtor), Bosiljkov, Vlatko (Avtor)

URLURL - Izvorni URL, za dostop obiščite https://www.mdpi.com/2076-3417/11/19/9098 Povezava se odpre v novem oknu

Izvleček
Non-structural masonry partition walls, which are mainly designed to functionally separate spaces in the buildings and provide physical barriers between rooms, were traditionally built from either solid or hollow clay units or autoclaved aerated concrete blocks. Recent earthquakes have revealed the high vulnerability of these elements, even in the case of low to moderate seismic events. Public buildings (e.g., hospitals and schools) are particularly vulnerable. Due to their greater floor-to-floor heights and the response spectra of floors, the dynamic response of primary structure may provoke significantly higher seismic loads on partition walls. The main goal of the presented experimental study was to investigate the behavior of slender partition walls loaded out-of-plane with a simple and cost-effective approach that may be applied through routine refurbishment works. Eleven full-scale slender non-structural masonry partition walls were built with brickwork and cement lime mortar. Eight of them were additionally strengthened with different techniques, including glass fiber-reinforcing fabric and low-cost glass fiber-rendering mesh. To evaluate the efficiency of the applied strengthening solutions, out-of-plane quasi-static cyclic experiments were conducted. By applying meshes over the entire surfaces, the resistance was significantly improved with the low-cost approach reaching half of the resistance of the commercially available strengthening system preserving the same displacement capacity.

Jezik:Angleški jezik
Ključne besede:non-structural masonry partition walls, seismic strengthening, glass fiber, out-of-plane behavior, cyclic loading
Vrsta gradiva:Znanstveno delo (r2)
Tipologija:1.01 - Izvirni znanstveni članek
Organizacija:FGG - Fakulteta za gradbeništvo in geodezijo
Leto izida:2021
Poslano v recenzijo:18.08.2021
Datum sprejetja članka:27.09.2021
Datum objave članka:29.09.2021
Št. strani:[25] str.
Številčenje:Vol. 11, iss. 19
UDK:624.04
ISSN pri članku:2076-3417
DOI:10.3390/app11199098 Povezava se odpre v novem oknu
COBISS.SI-ID:78654211 Povezava se odpre v novem oknu
Število ogledov:112
Število prenosov:12
Metapodatki:XML RDF-CHPDL DC-XML DC-RDF
 
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Gradivo je del revije

Naslov:Applied sciences
Skrajšan naslov:Appl. sci.
Založnik:MDPI
ISSN:2076-3417
COBISS.SI-ID:522979353 Povezava se odpre v novem oknu

Gradivo je financirano iz projekta

Financer:ARRS - Agencija za raziskovalno dejavnost Republike Slovenije (ARRS)
Številka projekta:P2-0185
Naslov:Potresno inženirstvo

Licence

Licenca:CC BY 4.0, Creative Commons Priznanje avtorstva 4.0 Mednarodna
Povezava:http://creativecommons.org/licenses/by/4.0/deed.sl
Opis:To je standardna licenca Creative Commons, ki daje uporabnikom največ možnosti za nadaljnjo uporabo dela, pri čemer morajo navesti avtorja.
Začetek licenciranja:29.09.2021

Sekundarni jezik

Jezik:Slovenski jezik
Ključne besede:nekonstrukcijski predelni zidovi, protipotresno utrjevanje, steklena vlakna, izvenravninsko obrnašanje, ciklično obremenjevanje

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