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Author(s):	Keintzel, E.
Title:
Abstract:	Es wird ein Näherungsverfahren vorgestellt, das es erlaubt die Einspannmomente der Stützen von verschieblichen Stahlbetonrahmen bei Fundamentverdrehung unter Berücksichtigung der Riegelsteifigkeit ohne Berechnung nach Theorie II. Ordnung zu ermitteln.
Source:	Beton- und Stahlbetonbau 66 (1971), No. 11
Page/s:	277-279
Language of Publication:	German

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