Auslegung von Stahlbetonrahmentragwerken mit Ausfachungen aus Ziegelmauerwerk (Teil 1)

Design of reinforced concrete enclosures infilled with clay block masonry (Part 1)

dc.creator	Butenweg, C.
dc.creator	Marinković, Marko
dc.creator	Kubalski, Thomas
dc.creator	Fehling, E.
dc.creator	Pfetzing, T.
dc.creator	Meyer, U.
dc.date.accessioned	2019-04-19T14:29:09Z
dc.date.available	2019-04-19T14:29:09Z
dc.date.issued	2018
dc.identifier.issn	0341-0552
dc.identifier.uri	https://grafar.grf.bg.ac.rs/handle/123456789/918
dc.description.abstract	Within 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.publisher	Bauverlag BV GmbH
dc.rights	restrictedAccess
dc.source	ZI, Ziegelindustrie International/Brick and Tile Industry International
dc.title	Auslegung von Stahlbetonrahmentragwerken mit Ausfachungen aus Ziegelmauerwerk (Teil 1)	de
dc.title	Design of reinforced concrete enclosures infilled with clay block masonry (Part 1)	en
dc.type	article
dc.rights.license	ARR
dc.citation.epage	39
dc.citation.issue	4
dc.citation.other	(4): 30-39
dc.citation.spage	30
dc.identifier.rcub	https://hdl.handle.net/21.15107/rcub_grafar_918
dc.identifier.scopus	2-s2.0-85052805938
dc.type.version	publishedVersion

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