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Mechanical properties of sawn timber from Norway spruce

Mechanische Eigenschaften von Fichtenschnittholz

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References

  • Foschi R, Folz B, Yao F (1989) Reliability-based design of wood structures. Structural Research Series, Report No. 34. Department of Civil Engineering, University of British Columbia, Vancouver, Canada

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  • Larsson D, Ohlsson S, Perstorper M (1997) Dynamic tests on 530 samples of Norway Spruce. Publ.097:3, Unit for Dynamics in Design, Chalmers University of Technology, Göteborg, Sweden

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Authors and Affiliations

  1. Dynamics in Design, Chalmers University of Technology, S-41296, Göteborg

    D. Larsson & S. Ohlsson

  2. Steel and Timber structures, Chalmers University of Technology, S-41296, Göteborg

    M. Perstorper

  3. Swedish Institute for Wood Techonology Research, S-11486, Stockholm, Sweden

    J. Brundin

Authors
  1. D. Larsson
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  2. S. Ohlsson
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  3. M. Perstorper
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  4. J. Brundin
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Additional information

The dynamic tests and subsequent evaluation and comparison between dynamic and static test data were made within a project concerning the determination of viscoelastic properties of anisotropic materials by modal testing, which is financially supported by the Swedish Research Council for Engineering Sciences (TFR) in grant No. 261-94-344; this is gratefully acknowledged.

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Larsson, D., Ohlsson, S., Perstorper, M. et al. Mechanical properties of sawn timber from Norway spruce. Holz als Roh- und Werkstoff 56, 331–338 (1998). https://doi.org/10.1007/s001070050329

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  • DOI: https://doi.org/10.1007/s001070050329

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