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Abstract:	Für Gebäude aus tragenden Sandwichelementen ohne Unterkonstruktion ist zunächst zu klären, ob die Paneele geeignet sind, angreifende Horizontallasten als aussteifende Scheiben in den Baugrund abzuleiten. Dazu wurden Versuche zur Wandscheibentragfähigkeit von Sandwichelementen durchgeführt. Neben Einzelelementen wurden Scheiben aus zwei bzw. drei Sandwichpaneelen untersucht. Die Beanspruchbarkeiten sind insbesondere abhängig von Anzahl und Anordnung der Schrauben am Fußpunkt. Horizontallasten, in der Größenordnung wie sie in kleinen und mittleren Gebäuden auftreten [2], können problemlos aufgenommen werden. Racking strength and stiffness of sandwich wall panels. For small buildings consisting of supporting sandwich panels without load-bearing substructure it needs to be clarified first whether the panels are suitable to transfer horizontal loads in the plane of the wall to the foundation. For this purpose wall racking tests on sandwich elements were performed. Both single panels and two or three panel configurations were tested. Wall performance was mainly dependent on the number and the arrangement of screw fixings at the base rail of the panel. Horizontal loads, in a magnitude as they occur on small and medium-sized buildings, can be borne easily.
Source:	Stahlbau 80 (2011), No. 9
Page/s:	673-677
Language of Publication:	German

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