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Numerical and experimental study of punched metal plate connections to obtain spring stiffness needed for 3D buckling analysis of long-span timber trusses
Linnaeus University, Faculty of Technology, Department of Building Technology.
Linnaeus University, Faculty of Technology, Department of Building Technology.ORCID iD: 0000-0001-5591-1045
Linnaeus University, Faculty of Technology, Department of Building Technology.
2017 (English)In: Presented at CompWood 2017 – ECCOMAS Thematic Conference on Computational Methods in Wood Mechanics – from Material Properties to Timber, June 7-9, 2017, Vienna, Austria, 2017Conference paper, Oral presentation with published abstract (Refereed)
Place, publisher, year, edition, pages
2017.
National Category
Construction Management
Identifiers
URN: urn:nbn:se:lnu:diva-68219OAI: oai:DiVA.org:lnu-68219DiVA: diva2:1147295
Conference
CompWood 2017 – ECCOMAS Thematic Conference on Computational Methods in Wood Mechanics – from Material Properties to Timber, June 7-9, 2017, Vienna, Austria.
Available from: 2017-10-05 Created: 2017-10-05 Last updated: 2017-10-19Bibliographically approved

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Sejkot, PetrOrmarsson, SigurdurVessby, Johan
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CiteExportLink to record
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Citation style
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
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