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Author(s):	Meek, J. W.
Title:
Abstract:	Übliche Hochbauten mit Aussteifungswänden aus Stahlbeton können hohe Anforderungen an seismischer Widerstandsfähigkeit erfüllen, vorausgesetzt die Lotabweichungen während eines Erdbebens bleiben begrenzt. Zur Ermittlung der Schiefstellung genügt ein einfaches Rechenverfahren mit minimalem EDV-Aufwand. Der Gebrauch des Rechenverfahrens in der Tragwerksplanung wird anhand eines typischen Beispiels erläutert.
Source:	Bautechnik 67 (1990), No. 4
Page/s:	127-132
Language of Publication:	German

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