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Abstract:	Umfassende Wertung und Prüfung der Anwendungsbedingungen der Verfahren für die Ermittlung der Verformungen infolge Kriechen und Schwinden. Es zeigt sich, daß die Berechnungen nach Dischinger, Trost, Busemann oder das Differenzenverfahren für einzelne Anwendungen wie einfach oder mehrfach statisch unbestimmte Systeme und für Verbundquerschnitte verschieden gut geeignet sind.
Source:	Beton- und Stahlbetonbau 68 (1973), No. 3
Page/s:	49-60, 77-85, 152-157
Language of Publication:	German

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