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REDUCTION OF STEEL CHIMNEY VIBRATIONS WITH A PENDULUM DAMPER

Abstract

Karman vortices observed around chimneys may induce dangerous structural vibrations at certain wind velocities. The aim of this paper is to analyse the effectiveness of a pendulum damper in reducing vibrations of a steel chimney. A two-degree-of-freedom non-linear model is used to simulate the behaviour of the structure equipped with a damper. The results of the study show that the use of a pendulum with tuned frequency leads to significant reduction in structural response.

Keywords:

vibration, pendulum damper, steel chimney

Details

Issue
Vol. 8 No. 1 (2004)
Section
Research article
Published
2004-03-31
Licencja:
Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

Authors

  • ROBERT JANKOWSKI

    Centre for Urban Construction and Rehabilitation CURE, Faculty of Civil Engineering, Gdansk University of Technology, Narutowicza 11/12, 80-952 Gdansk, Poland
  • MARCIN KUJAWA

    Centre for Urban Construction and Rehabilitation CURE, Faculty of Civil Engineering, Gdansk University of Technology, Narutowicza 11/12, 80-952 Gdansk, Poland
  • CZESŁAW SZYMCZAK

    Centre for Urban Construction and Rehabilitation CURE, Faculty of Civil Engineering, Gdansk University of Technology, Narutowicza 11/12, 80-952 Gdansk, Poland

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