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Abstract:	Der Beitrag zeigt Möglichkeiten zur Aktivierung von systementlastenden Reserven auf der Seite der Schnittgrößenermittlung bei Schubwänden auf. Als Grundlage dient ein Stabwerkmodell [1], welches durch unterschiedliche Herangehensweisen modifiziert wird. Dadurch kann eine Schubwand, die bei klassischer Schnittkraftermittlung am Kragarm mit horizontalen Lasten aus Wind rechnerisch zu hohe Biegemomente bekommt, näher an den wirklichen Kraftverlauf herangebracht werden. Utilisation of system reserves in the structural analysis of shear walls. This report shows several options for the mobilization of structure-reliving resources on the side of structural analysis of shear walls. This is based on a frame model [1], which is modified by different approaches. Thus, a shear wall, which gets too high bending moments from the structural analysis on the classical cantilever beam with horizontal wind loads, can be pushed closer to the real state.
Source:	Mauerwerk 15 (2011), No. 2
Page/s:	69-76
Language of Publication:	German

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