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Abstract:	Die elastisch-plastische Berechnung von Stahlbetontragwerken setzt eine ausreichende Duktilität des verwendeten Bewehrungsstahls voraus. Der Beitrag untersucht die Frage einer Korrelation zwischen dem Betrag der Momentenumlagerung oder der zulässigen Rotation und Duktilität des Stahls als massgebender Grösse der Stahleigenschaften.
Source:	Beton- und Stahlbetonbau 90 (1995), No. 1
Page/s:	16-22
Language of Publication:	German

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