Skip to main content

Component Method for Historical Timber Joints

  • Chapter

Part of the book series: NATO Science Series ((NAII,volume 4))

Abstract

Timber structures represent one of the most important ancient engineering works spanning over considerable distances. They involve not only an evidence of structural knowledge and creativity of their makers but also a good deal of structural beauty, Figure 1.

This is a preview of subscription content, log in via an institution.

Buying options

Chapter
USD   29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD   39.99
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD   54.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Learn about institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  1. Drdácký M. F., Wald F. and Mareš J. (1999) Modelling of real historic timber joints, v Proceedings of the STREMAH 99 Sixth International Conference Structural Studies of Historical Buildings, Dresden, pp. 169 -178, ISBN 1 853 12 690 X.

    Google Scholar 

  2. Vergne, A. (1998) Testing and modelling of load carrying behaviour of timber joints, in Proceedings of International Conference Control of Semi-Rigid Behaviour of Civil Engineering Structural Connections, Liege, p. 4–4.

    Google Scholar 

  3. Lambert, T. W. & Whitman, R. V., Soil Mechanics, MIT, John Wiley & Sons, Inc.,New York, 1969.

    Google Scholar 

  4. Leiten A., Ragupathy P. and Virdi, K. S. (1995) Rotation capacity of semi-rigid joints in timber frames, in Proceedings of Second State-of-the-Art Workshop COST C1 Semi-Rigid Behaviour of Civil Engineering Structural Connections, ed. F. Wald, Brussels, pp. 335 - 376.

    Google Scholar 

  5. Penserini, P. (1991) Caracterisation et modelisation du comportement des liasons structure metallique-fondation, These de doctorat de 1’Universite Paris 6, E.N.S. de Cachan - C.N.R.S. - Université Pierre et Marie Currie, p. 254.

    Google Scholar 

  6. Mazzolani, F.M. (1988) Mathematical Model for Semi-Rigid Joints Under Cyclic Loads, in Connections in Steel Structures: Behaviour, Strength and Design, ed. R. Bjorhovde et al., Elsevier Applied Science Publishers, London, pp. 112 - 120.

    Google Scholar 

  7. Ermopoulos J., Stamatopoulos J., Wald, F. and Sokol Z. (1997) Mathematical Modelling of Semi-Rigid Connections in Steel Column-Bases under Cyclic Loading, Research report, CZ-GR Gr. No. 5/95, Athens, p. 33.

    Google Scholar 

  8. De Martino, A., Faella, C. and Mazzolani, F. M. (1984) Simulation of Beam-to-Column Joint Behaviour Under Cyclic Loads. Construzioni Metalliche, 6, pp. 346 - 356.

    Google Scholar 

  9. Drdácký, M., Wald, F. and Sokol, Z. (1999) Sensitivity of historic timber structures to their joint response, Proceedings of the 40th Anniversary Congress of the IASS, Madrid.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2000 Springer Science+Business Media Dordrecht

About this chapter

Cite this chapter

Wald, F., Mareš, J., Sokol, Z., Drdácký, M. (2000). Component Method for Historical Timber Joints. In: Baniotopoulos, C.C., Wald, F. (eds) The Paramount Role of Joints into the Reliable Response of Structures. NATO Science Series, vol 4. Springer, Dordrecht. https://doi.org/10.1007/978-94-010-0950-8_36

Download citation

  • DOI: https://doi.org/10.1007/978-94-010-0950-8_36

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-0-7923-6701-7

  • Online ISBN: 978-94-010-0950-8

  • eBook Packages: Springer Book Archive

Publish with us

Policies and ethics