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Pregled bibliografske jedinice broj: 987972

Shake-table tests and numerical simulation of plastered masonry-infilled steel frames with openings


Baloević, Goran; Radnić, Jure; Grgić, Nikola; Matešan, Domagoj
Shake-table tests and numerical simulation of plastered masonry-infilled steel frames with openings // Book of Abstracts "ICCS 18"
Lisabon, Portugal, 2015. str. 67-67 (predavanje, međunarodna recenzija, sažetak, znanstveni)


Naslov
Shake-table tests and numerical simulation of plastered masonry-infilled steel frames with openings

Autori
Baloević, Goran ; Radnić, Jure ; Grgić, Nikola ; Matešan, Domagoj

Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, sažetak, znanstveni

Izvornik
Book of Abstracts "ICCS 18" / - , 2015, 67-67

Skup
ICCS 18 – 18th International Conference on Composite Structures

Mjesto i datum
Lisabon, Portugal, 15.-18.06.2015

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
Masonry-infilled frame ; plaster ; shake table ; opening

Sažetak
This paper presents the experimental tests of 1/3 scaled, one storey, one bay masonry- infilled steel frames on a shake-table. Two types of infilled frames were considered: one with central door opening and another without opening. Each type was tested in variants of unreinforced plaster and plaster reinforced with a PVC mesh. Masonry elements made of autoclaved lightweight concrete were used. The tested specimens were exposed to the series of artificial accelerograms with gradually increasing amplitude. The artificial accelerograms were chosen to match the elastic response spectra. Characteristic displacements, accelerations and strains, as well as structural deformations and crack patterns in the masonry were observed during the test. Test results show the efficiency of the PVC mesh in a plaster by reducing the crack zones in it. Also, the specimens without opening exhibited a better performance than those with the central door opening. Afterwards, a developed numerical model for nonlinear dynamic analysis of planar structures composed of concrete, steel, masonry and plaster was used to simulate the performed tests. Fairly good agreement is observed between experimentally determined and numerically obtained results.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Projekt / tema
083-0000000-1538 - Eksperimentalna i numerička istraživanja potresne otpornosti građevina (Jure Radnić, )

Ustanove
Fakultet građevinarstva, arhitekture i geodezije, Split