Research Output
Dynamic performance of multi-webbed engineered timber joists
  The introduction of engineered beams offered longer span, lower cost joists in comparison to traditional solid timber sections; however, vibration criteria in the design codes may significantly reduce the permissible span of joists for domestic construction. This research is concerned with the structural performance of engineered, multi-webbed, composite, timber joists of double I, box and box-I, cross sections in comparison with commonly used I beams and solid timber joists for use as repetitive members of flooring systems. The paper details results and findings of a series of experiments designed to ascertain the dynamic performance of empty and polyurethane-filled, multi-webbed, composite, timber beams.

  • Type:

    Article

  • Date:

    01 December 2008

  • Publication Status:

    Published

  • Publisher

    Maney

  • DOI:

    10.1179/wsc.2008.18.2.87

  • ISSN:

    0020-3203

  • Library of Congress:

    TH Building construction

  • Dewey Decimal Classification:

    694 Wood construction & carpentry

Citation

Bahadori-Jahromi, A., & Ridley-Ellis, D. (2008). Dynamic performance of multi-webbed engineered timber joists. Journal of the Institute of Wood Science, 18, 87-93. https://doi.org/10.1179/wsc.2008.18.2.87

Authors

Keywords

Beam; composite; dynamic performance; vibration; natural frequency;

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