Fully Nonlienar Models to Simulate Structural Response to Wind Loading

by Claudio Borri, Univ di Firenze, Italy,
Giuliano Augusti, Univ di Firenze, Italy,
Wolfhard Zahlten, Univ di Firenze, Italy,

Document Type: Proceeding Paper

Part of: Structural Safety and Reliability


The paper summarizes some results of the analyses of two tall broadcasting towers, obtained by means of a specially developed numerical procedure taking into account all relevant nonlinear phenomena.

Subject Headings: Simulation models | Antennas | Guyed towers | Wind loads | Numerical models | Numerical analysis | Probability | Structural response

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