Shaking table study of masonry buildings with reinforced plaster; [Ispitivanje zidanih gradevina s armiranom žbukom na vibracijskom stolu]

dc.contributor.authorBa̧aran H.
dc.contributor.authorDemir A.
dc.contributor.authorBagci M.
dc.contributor.authorErcan E.
dc.date.accessioned2024-07-22T08:16:59Z
dc.date.available2024-07-22T08:16:59Z
dc.date.issued2014
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.DOI-ID10.14256/JCE.1036.2014
dc.identifier.issn03502465
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/16941
dc.language.isoBosnian
dc.publisherUnion of Croatian Civil Engineers and Technicians
dc.rightsAll Open Access; Gold Open Access
dc.titleShaking table study of masonry buildings with reinforced plaster; [Ispitivanje zidanih gradevina s armiranom žbukom na vibracijskom stolu]
dc.typeArticle

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