Tower Structures Subjected to Temperature and Wind

A comparison study is presented of the analysis of ring sections of cylindrical tower structures subject to the effects of temperature gradient and wind loading. Five different assumptions were made regarding section stiffness, reflecting a number of approaches from U.S. and European practice, which...

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Veröffentlicht in:	ACI structural journal 1990-01, Vol.87 (4), p.479-487
Hauptverfasser:	Noakowski, P, Gerstle, KH
Format:	Artikel
Sprache:	eng
Schlagworte:	aerodynamic loading cooling towers reinforced concrete stiffness structural analysis
Online-Zugang:	Volltext
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