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Author(s):	Rosman, R.
Title:
Abstract:	Es wird über ein Verfahren zur Berechnung dünnwandiger offener Querschnitte, die durch Normalkraft, Biege- und Torsionsmomente beansprucht werden. Es dient auch zum Nachweis des Biegedrillknickens von gegliederten Stützen, die zum Beispiel als Hochhauskerne zur Horizontalaussteifung herangezogen werden.
Source:	Bautechnik 47 (1970), No. 10
Page/s:	340-349
Language of Publication:	German

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