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Seismic behaviour of an unreinforced masonry building with various floor systems

Stavroulaki Maria, Ch.K. Amanatidou

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URIhttp://purl.tuc.gr/dl/dias/6F40D04D-6583-427D-8C70-D889E020A678-
Identifierhttps://doi.org/10.4203/ccp.88.236-
Languageen-
Extent14 pagesen
TitleSeismic behaviour of an unreinforced masonry building with various floor systemsen
CreatorStavroulaki Mariaen
CreatorΣταυρουλακη Μαριαel
CreatorCh.K. Amanatidouen
Content SummaryThis paper shows the influence of floors rigidity on the seismic behavior of stonemasonry buildings with different floor systems. The construction of horizontal reinforced concrete beams at floor levels in parallel with wooden floors or the replacement of wooden floors with reinforced concrete slabs increase the horizontal diaphragm in comparison with the wooden floor something that relates with the reduction of maximum displacements and plastic strains to special areas, which are critical for the structural safety. Due to changes of mass and stiffness topical stress concentrations are developed near the base and the openings of the first story en
Type of ItemΑφίσα σε Συνέδριοel
Type of ItemConference Posteren
Licensehttp://creativecommons.org/licenses/by/4.0/en
Date of Item2015-10-14-
Date of Publication2008-
SubjectAseismic designen
SubjectSeismic designen
Subjectearthquake resistant designen
Subjectaseismic designen
Subjectseismic designen
Bibliographic CitationM.E. Stavroulaki, Ch.K. Amanatidou, "Seismic behaviour of an unreinforced masonry building with various floor systems", in 2008 Ninth Inter. Conf.e on Comp. Structures Tech. ,doi:10.4203/ccp.88.236en

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