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Author(s):	Paulay, T.
Title:
Abstract:	Die wichtigsten Beanspruchungen, die während eines starken Erdbebens in einer mehrgeschossigen Stahlbeton-Rahmenkonstruktion entstehen, werden kurz dargestellt. Diese, das Vorzeichen wechselnden, zyklischen Belastungen erfordern besondere Bewehrungsregeln in Riegeln, Stützen und vor allem in Rahmenknoten. Die günstigste Bewehrungsanordnung weicht oft stark von der für lotrechte Lasten oder auch für Windbelastung zweckmässigen ab.
Source:	Beton- und Stahlbetonbau 81 (1986), No. 11
Page/s:	297-300
Language of Publication:	German

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