On the amount of tuned mass to be added for the reduction of the shedding-induced response of chimneys

Author:

Ricciardelli Francesco

Publisher

Elsevier BV

Subject

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

Reference6 articles.

1. Optimal tuned mass dampers for buildings;Luft;J. Struct. Div. ASCE,1979

2. B.J. Vickery, Wind loads and design criteria for chimneys, Proceedings of the Eighth US National Conference on Wind Engineering, Baltimore, 1997.

3. F. Ricciardelli, B.J. Vickery, Wind-excited response of structures with tuned mass dampers having dry friction damping, Proceedings of the Tenth International Conference on Wind Engineering, Copenhagen, 1999.

4. Evaluation and role of damping and periods for the calculation of structural response under wind loads;Solari;J. Wind Eng. Ind. Aerodyn.,1996

5. Comité International des Cheminées Industrielles, Model code for steel chimneys, CICIND, Brighton, England, 1988.

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