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Author(s):	Zilch, K.; Schermer, D.; Scheufler, W.; Grabowski, S.
Title:
Abstract:	Zusammengesetzte Schubwandquerschnitte weisen unter kombinierter Beanspruchung aus Normalkraft und Schub mit Scheibenbiegung bezüglich der Steifigkeit und Tragfähigkeit ein deutlich günstigeres Verhalten auf als gerade Wandabschnitte ohne entsprechende Flansche. Insbesondere im Hinblick auf Erdbeben beanspruchungen wurde an der Technischen Universität München ein Versuchsprogramm an im Grundriss T-förmigen Schubwandbauteilen unter realistischen Randbedingungen durchgeführt und mit rechnerischen Untersuchungen begleitet. Der Beitrag stellt die Ergebnisse auszugsweise dar, insbesondere im Hinblick auf numerische Vergleichsberechnungen. Masonry shear walls with flanges: Behaviour under combined loadings. Concering the load bearing capacity and the stiffness characteristics of shear walls with flanges, a significant better behaviour under combined shear loadings, compared to walls with rectangular shape, can be found. Within a research project, several tests on full-scale walls with T-shaped ground plan view and different execution detaillings (e. g. connection between shear wall and intersecting wall with shear ties or interlocking) under combined N-M-V loadings (static-cyclic and pseudo-dynamic) have been performed. In the following some results of the tests and numerical investigations are presented.
Source:	Mauerwerk 14 (2010), No. 5
Page/s:	283-292
Language of Publication:	German

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