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Design of reinforced concrete enclosures infilled with clay block masonry (Part 2)

dc.creatorButenweg, C.
dc.creatorMarinković, Marko
dc.creatorKubalski, Thomas
dc.creatorFehling, E.
dc.creatorPfetzing, T.
dc.creatorMeyer, U.
dc.date.accessioned2019-04-19T14:29:09Z
dc.date.available2019-04-19T14:29:09Z
dc.date.issued2018
dc.identifier.issn0341-0552
dc.identifier.urihttp://grafar.grf.bg.ac.rs/handle/123456789/919
dc.description.abstractWithin the scope of the joint European project INSYSME, the German partners developed two systems - IMES and INODIS - for improving the seismic behaviour of masonry infilled reinforced concrete frames. The purpose of both systems is to decouple frame and infill instead of working to improve their load-bearing capacity by means of elaborate, expensive, supplementary reinforcing elements. Initial findings for the IMES system with regard to the loads acting in-plane and perpendicular to the wall plane (out-of-plane) are presented.en
dc.publisherBauverlag BV GmbH
dc.rightsrestrictedAccess
dc.sourceZI, Ziegelindustrie International/Brick and Tile Industry International
dc.titleAuslegung von Stahlbetonrahmentragwerken mit Ausfachungen aus Ziegelmauerwerk (Teil 2)de
dc.titleDesign of reinforced concrete enclosures infilled with clay block masonry (Part 2)en
dc.typearticle
dc.rights.licenseARR
dc.citation.epage43
dc.citation.issue6
dc.citation.other(6): 26-43
dc.citation.spage26
dc.identifier.rcubconv_2108
dc.identifier.scopus2-s2.0-85058863415
dc.type.versionpublishedVersion


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