Pregled bibliografske jedinice broj: 809510
The application of a reinforced plaster mortar for seismic strengthening of masonry structures
The application of a reinforced plaster mortar for seismic strengthening of masonry structures // Composites. Part B, Engineering, 93 (2016), 190-202 doi:10.1016/j.compositesb.2016.03.007 (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 809510 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
The application of a reinforced plaster mortar for seismic strengthening of masonry structures
Autori
Baloević, Goran ; Radnić, Jure ; Grgić, Nikola ; Matešan, Domagoj
Izvornik
Composites. Part B, Engineering (1359-8368) 93
(2016);
190-202
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
A. Polymer (textile) fibre ; D. Mechanical testing ; B. Mechanical properties ; C. Numerical analysis
Sažetak
The effects of plaster mortar on the behaviour of 1/3 scaled, one storey, one bay masonry- infilled steel frames under horizontal in-plane static loading are experimentally investigated in this paper. Two types of steel frames are considered: one with high flexural rigidity of the beams and columns and another with low flexural rigidity of the beams and columns. Each frame was tested with three masonry variants: (i) bare masonry infill, (ii) masonry infill with pre-mixed plaster on both sides and (iii) masonry infill with pre-mixed plaster on both sides and reinforced with a polyvinyl chloride (PVC) net. All of the frames were loaded successively by a horizontal force in the beam direction until structural collapse. Afterward, the experimental results were compared to those from the presented numeric model for the nonlinear static analysis of planar structures made of concrete, steel and masonry. The model was upgraded by including the effect of plaster on the overall stiffness and strength of the masonry and verified using the experimental tests. This experimental investigation shows that plaster significantly contributes to the strength and load-bearing capacity of masonry and therefore to the strength and load-bearing capacity of masonry- infilled frames.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
083-0000000-1538 - Eksperimentalna i numerička istraživanja potresne otpornosti građevina (Radnić, Jure, MZO ) ( CroRIS)
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split
Citiraj ovu publikaciju:
Časopis indeksira:
- Current Contents Connect (CCC)
- Web of Science Core Collection (WoSCC)
- Science Citation Index Expanded (SCI-EXP)
- SCI-EXP, SSCI i/ili A&HCI
- Scopus