Fully Nonlienar Models to Simulate Structural Response to Wind Loading

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

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