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Ocelové spoje dřevěných konstrukcí: Steel connections of timber structures
Czech Technical University in Prague, Czech Republic.ORCID iD: 0000-0003-0919-9485
2013 (Czech)In: Sborník semináře doktorandů katedry ocelových a dřevěných konstrukcí 2013 / [ed] Studnička, J. & Řehoř, F., Prague: Czech Technical University in Prague , 2013, p. 15-16Conference paper, Oral presentation with published abstract (Refereed)
Abstract [en]

There is a significant difference between calculated load bearing capacities of three-dimensional nailing plates and the values received by tests.

It is the subject of the Author’s research to improve this state by developing the new European Technical Approval Guideline based on calculation method assisted by testing. The method combines both experiments and simple calculations advantages. The method is more effective compared to experiments and more accurate compared to simple calculations.

Place, publisher, year, edition, pages
Prague: Czech Technical University in Prague , 2013. p. 15-16
Keywords [en]
metal works, timber structures, joints, three-dimensional nailing plates, fitting
National Category
Building Technologies
Identifiers
URN: urn:nbn:se:lnu:diva-73352ISBN: 9788001052891 (print)OAI: oai:DiVA.org:lnu-73352DiVA, id: diva2:1200322
Conference
Seminář doktorandů katedry ocelových a dřevěných konstrukcí 2013, Prague, Czech Republic, March 26, 2013
Available from: 2018-04-24 Created: 2018-04-24 Last updated: 2018-05-14Bibliographically approved

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fulltext(331 kB)4 downloads
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File name FULLTEXT01.pdfFile size 331 kBChecksum SHA-512
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Type fulltextMimetype application/pdf

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Sejkot, Petr

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CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf