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Author(s):	Eibl, J.; Block, K.
Title:
Abstract:	Es wird ein mechanisches Federmodell für die Abschätzung der Beanspruchung und Verformung von stossbeanspruchten zweischaligen Wänden aus Stahlbeton vorgestellt. Diese Konstruktionsart verspricht gegenüber einschaligen Ausführungen eine grössere Duktilität und damit ein gutmütigeres und sichereres Verhalten im Lastfall "Flugzeugabsturz".
Source:	Beton- und Stahlbetonbau 77 (1982), No. 2
Page/s:	44-48
Language of Publication:	German

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