Natalino Gattesco (Avtor), Emanuele Rizzi (Avtor), Ingrid Boem (Avtor), Allen Dudine (Avtor), Matija Gams (Avtor)

Povzetek

The paper presents the results of a research study aimed at assessing the effectiveness of composite-reinforced mortar (CRM) for the seismic strengthening of existing stone masonry walls. The experimental research focused on the strengthening performance of a coating applied only on one side of the masonry wall. Such an application is interesting because it does not require the temporary relocation of residents. The historic twowythe stone masonry used in the research represents Adriatic’s coastal and surrounding regions. The coating was made of hydraulic lime mortar reinforced with a glass fibre–reinforced polymer mesh attached to the wall using two types of anchors. In-plane cyclic shear compression tests and cyclic out-of-plane tests were conducted, and the performances of the coating on one and both sides were compared. The results showed that the coating on one side was effective, improving all aspects of the seismic response, which was successfully simulated using existing design models.

Ključne besede

gradbeništvo;kamnito zidovje;CRM obloge;ciklični strižni test;test izven ravnine;potresno inženirstvo;civil engineering;stone masonry;CRM reinforcement;shear compression tests;out-of-plane tests;earthquake engineering;

Podatki

Jezik: Angleški jezik
Leto izida:
Tipologija: 1.01 - Izvirni znanstveni članek
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
UDK: 624.07
COBISS: 166830851 Povezava se bo odprla v novem oknu
ISSN: 1879-0526
Št. ogledov: 332
Št. prenosov: 38
Ocena: 0 (0 glasov)
Metapodatki: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Ostali podatki

Sekundarni jezik: Slovenski jezik
Sekundarne ključne besede: gradbeništvo;kamnito zidovje;CRM obloge;ciklični strižni test;test izven ravnine;potresno inženirstvo;
Vrsta dela (COBISS): Članek v reviji
Strani: str. 1-15
Letnik: ǂVol. ǂ407
Zvezek: [article no.] 133565
Čas izdaje: dec. 2023
DOI: 10.1016/j.conbuildmat.2023.133565
ID: 20488469