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Abstract:	Es wird ein Näherungsverfahren beschrieben, das es erlaubt, Schnittmomente in Durchlaufträgern zu bestimmen unter Ansatz des nicht-linearen Werkstoffverhaltens des Stahlbetons. Insbesondere wird die Mitwirkung des Betons auf Zug zwischen den Rissen berücksichtigt.
Source:	Beton- und Stahlbetonbau 86 (1991), No. 4
Page/s:	83-85
Language of Publication:	German

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