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Dynamic response of a low profile timber floor incorporated in a conventional low-set, brick veneer dwelling for Australian Timber Research Institute and Plywood Association of Australia

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posted on 2017-12-06, 00:00 authored by CG McDowall, Frederik Van Wollingen
"This report gives results obained from the vibration at five (5) different stages of construction, of bearers and joists within a low profile floor of a domestic dwelling located at Meldrum Avenue, Parkhurst, via Rockhampton. The purpose of the tests was to investigate the influence of construction stage (from bare joists and bearers to final construction except for the brick veneer walls) on floor system resonance frequency and vibration amplitude. Serviceability limit states with respect to dynamic response and Code requirements necessary to control such response in various countries of the world are discussed. Calculations to determine the resonance frequency of simply supported beams are also included."--p. (i).

Funding

Category 1 - Australian Competitive Grants (this includes ARC, NHMRC)

History

Start Page

1

End Page

41

Number of Pages

41

Publisher

CIAE

Place of Publication

Rockhampton, Qld.

Open Access

  • No

External Author Affiliations

Department of Mechanical Engineering; Timber and Wood Products Research Centre;

Era Eligible

  • No

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