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Author(s):	Peil, U.; Telljohann, G.
Title:
Abstract:	Dynamische Beanspruchungen hoher Bauwerke resultieren in erster Linie aus Windlast. Unterstützt durch umfangreiche Naturmessungen an einem 344 m hohen Mast, bei denen die Windgeschwindigkeiten und die Bauwerksantwort gleichzeitig erfaßt werden, werden die Windeinwirkung, die aerodynamische Übertragungsfunktion und das mechanische Verhalten mit Hilfe linearer Modelle abgebildet. Besonderer Wert wird auf die Einbeziehung der lateralen Turbulenz gelegt, da das Bauwerk starke Querschwingungen zeigt.
Source:	Stahlbau 66 (1997), No. 3
Page/s:	99-109
Language of Publication:	German

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