Removable guyed mast for mobile phone networks: wind load modeling and structural response

Author:

Gioffrè M.,Gusella V.,Materazzi A.L.,Venanzi I.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference10 articles.

1. Calculations for antenna installations—physical principles;Savitskii,1982

2. O. Fischer, Wind actions on slender structures, in: Proceedings of the 2nd Italian Conference on Wind Engineering (IN VENTO ‘92), Capri, Italy, 1992, pp. 15–25 (in Italian).

3. EUROCODE-1, Basis of design and actions on structures, ENV 1991–2-4: Wind Actions, 1997.

4. C. Borri, W. Zahlten, Full-simulated nonlinear analysis of large structures subjected to turbulent artificial wind, Sezione Strutture No. 6/89, Department of Civil Engineering, University of Florence, 1989.

5. A.H. Buchholdt, S. Moossavinejaed, A. Iannuzzi, Non-linear dynamic analysis of guyed masts subjected to wind and guy ruptures, Inst. Civ. Eng 2(81) (1986), pp. 353–395.

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