Vortex excitation: Three design rules tested on 13 industrial chimneys-Reference-Cited by-同舟云学术

Vortex excitation: Three design rules tested on 13 industrial chimneys

Published:2010-03 Issue:3 Volume:98 Page:145-154
ISSN:0167-6105
Container-title:Journal of Wind Engineering and Industrial Aerodynamics
language:en
Short-container-title:Journal of Wind Engineering and Industrial Aerodynamics

Author:

Verboom G.K.,van Koten H.

Publisher

Elsevier BV

Subject

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

Reference33 articles.

1. ASME STS-1-2006, 2006. Steel stacks. The American Society of Mechanical Engineers, Three Park Avenue, New York, NY 10016, USA.

2. Basu, R.I., 1982. Across-wind response of slender structures of circular cross-section to atmospheric turbulence. Ph.D. Thesis, University of Western Ontario, London, Ontario.

3. Berger, G.W., 1998. Personal communication.

4. BSI, 1997. Loading for buildings—part 2: code of practice for wind loads, BS 6399-2:1997.

5. CICIND, 1999. Model code for steel chimneys, revision 1-1999. CICIND, Talacker 50, CH-8001 Zurich, Switzerland.

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