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

Abstract:

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: Numerical models | Guyed towers | Wind loads | Dynamic structural analysis | Antennas | Nonlinear analysis | Structural response

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