Across-wind response of tall circular chimneys to vortex shedding

Author:

Arunachalam S.,Lakshmanan N.

Publisher

Elsevier BV

Subject

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

Reference23 articles.

1. ACI-307, 2008. Standard Practice for the design and construction of cast-in place reinforced concrete chimneys. American Concrete Institute, Detroit, USA.

2. Across-wind aerodynamic parameters of tall chimneys with circular cross section – a new empirical model;Arunachalam;Eng. Struct.,2001

3. Arunachalam, S. and Lakshmanan, N., 2009. Modeling of across-wind force and response of a circular chimney including lock-in effects. In: Proceedings of Fifth National Conference on Wind Engineering 2009. Surat, India, pp. 1–12.

4. Arunachalam, S., 2011. Studies on across-wind load and response of a circular chimney including lock-in effects, Parts 1 and 2. In: Proceedings of the 13th International Conference on Wind Engineering , Amsterdam, Paper numbers 267 and 602.

5. Arunachalam, S. et al., 2013. A method for evaluation of across-wind response of a circular chimney including lock-in effects and comparison with ACI code of practice. In: Proceedings of the Eighth Asia-Pacific Conference on Wind Engineering, Chennai, India, pp. 55–58.

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