Nonlinear Dynamic Response of Industrial R/C Chimneys

by K. Kaemmer, Karrena GmbH, Germany,
G. I. Schu?ller, Karrena GmbH, Germany,
H. J. Pradlwarter, Karrena GmbH, Germany,

Document Type: Proceeding Paper

Part of: Structural Safety and Reliability


Gust response factors (GRF) based on nonlinear dynamic analysis including the P? effect are calculated. All sample structures analyzed show clearly that, for wind speeds exceeding the design wind velocity, the GRF's based on nonlinear dynamic analyses are somewhat larger than those obtained from linear analysis. This fact can be explained by the softening of the structure when it enters the highly nonlinear range.

Subject Headings: Reinforced concrete | Wind speed | Dynamic structural analysis | Wind gusts | Nonlinear response | Nonlinear analysis | Linear analysis

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