Predicting Damping of Semi-Rigid Glued T-Beams

Authors

  • Mohammad N. Akhtar
  • Rafik Y. Itani

Keywords:

Strain, energy, damping, beams, composite, nonrigid, floors

Abstract

A theoretical model for predicting damping in composite wood T-beam is provided. The formulation is based on energy dissipation due to relative slip at the interface of the flange and joist. A loss factor parameter as obtained from stress-strain relationship of elastomeric adhesive has been introduced into the formulation. Damping computed from experimental tests is found to about 5% to 8% compared to theoretical values of 4.5% to 6.5%.

References

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Published

2007-06-28

Issue

Number 1 / January 1987

Section

Research Contributions

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