Dynamic behaviour of timber-concrete composite flooring systems

Rajendra Rijal, Bijan Samali, Keith Crews, Rijun Shrestha

Research output: Chapter in Book / Conference PaperConference Paperpeer-review

4 Citations (Scopus)

Abstract

Floors are almost always designed against the action of static loads, despite everyday evidence that dynamic loads are also of great importance and therefore there is a growing need for measurement of dynamic parameters like natural frequencies, and damping ratio of the floors. Timber-concrete composite (TCC) floors have been found to resolve vibration susceptibility and low impact insulation issues concerned with full timber floors; however, the composite behaviour of TCC floors depends primarily upon the efficiency of the connection system used. The dynamic parameters of the flooring system can be used to assess the efficiency of the connection system. This paper presents a comprehensive review on dynamic parameters of TCC flooring systems and tests to determine these parameters. Serviceability requirements for TCC floors to control vibration are also discussed. Brief description of ongoing dynamic tests using instrumented hammer test on TCC beams are finally presented.

Original languageEnglish
Title of host publication11th World Conference on Timber Engineering 2010, WCTE 2010
Pages1815-1820
Number of pages6
Publication statusPublished - 2010
Externally publishedYes
Event11th World Conference on Timber Engineering 2010, WCTE 2010 - Trentino, Italy
Duration: 20 Jun 201024 Jun 2010

Publication series

Name11th World Conference on Timber Engineering 2010, WCTE 2010
Volume2

Conference

Conference11th World Conference on Timber Engineering 2010, WCTE 2010
Country/TerritoryItaly
CityTrentino
Period20/06/1024/06/10

Keywords

  • Damping
  • Frequency
  • Serviceability
  • TCC
  • Vibration

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