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Author(s):
Title:	Messeturm Frankfurt am Main - Konstruktion und Berechnung.
Abstract:	Das Tragwerk des mit 256.5 m zur damaligen Zeit höchste Bürohochhaus wurde als Stahlbetonkonstruktion nach dem sog. "Tube in Tube"-System ausgeführt, d.h. mit Lochfassade und Stahlbetonkern. Es wird über Konstruktion, Lastannahmen, Berechnung und Gründung in den ungünstigen Frankfurter Baugrundverhältnissen berichtet.
Source:	Beton- und Stahlbetonbau 86 (1991), No. 4
Page/s:	79-82, 120-123
Language of Publication:	German

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