Shaking table study of masonry buildings with reinforced plaster

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dc.contributor.authorBasaran, H
dc.contributor.authorDemir, A
dc.contributor.authorBagci, M
dc.contributor.authorErcan, E
dc.date.accessioned2025-04-10T10:28:40Z
dc.date.available2025-04-10T10:28:40Z
dc.description.abstractThe objective of this study is to determine seismic behaviour of masonry buildings with reinforced plaster mortar, with a particular focus on the modification of structural response due to application of the polypropylene and steel reinforced plaster, as compared to an ordinary type of plaster. The resistance of one-storey single-span masonry buildings subjected to seismic load on the shaking table is investigated in the study. Experimental results revealed natural periods, response acceleration spectrums, and spectrum interactions of masonry buildings. In addition, finite element models of test buildings were established, and their results were compared with those obtained during experimental study.
dc.identifier.e-issn1333-9095
dc.identifier.issn0350-2465
dc.identifier.urihttp://hdl.handle.net/20.500.14701/35472
dc.language.isoCroatian
dc.titleShaking table study of masonry buildings with reinforced plaster
dc.typeArticle

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