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In order to investigate the influence of a partially supported slab on the in‐plane shear resistance of masonry walls, six shear tests on full scale walls were performed at the Chair of Structural Concrete of the University of Kassel in cooperation with ”Arbeitsgemeinschaft Mauerziegel“. The walls were made of large chamber clay masonry units and the depths of the partially supported slabs were different...
In the course of the revision of EN 1996‐1‐1, a new proposal has been made for the calculation of internal forces in frame‐type structures for the determination of bending moments due to slab rotation. In addition to a stiffness reduction for masonry walls in conjunction with the special features of partially supported slabs, which is already usual in Germany, the calculated ever‐present minimum loadbearing...
Der vorliegende Beitrag ist die Fortsetzung der in der Zeitschrift Mauerwerk erschienenen Reihe “Der Wand‐Decken‐Knoten im Mauerwerksbau”. Teil 1 beschäftigte sich dabei allgemein mit der Thematik des Wand‐Decken‐Knotens und seiner ingenieurpraktischen Behandlung. Teil 2 beinhaltet die Ergebnisse aus experimentellen Untersuchungen an verschiedenen Wand‐Decken‐Knoten sowie den Vergleich mit numerischen...
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