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Optimalizace tenkostěnných ocelových plechů kování: Thin-walled steel elements optimization
Czech Technical University in Prague, Czech Republic.ORCID iD: 0000-0003-0919-9485
2014 (Czech)In: Sborník semináře doktorandů katedry ocelových a dřevěných konstrukcí 2014 / [ed] Studnička, J. & Řehoř, F., Prague: Czech Technical University in Prague , 2014, p. 35-38Conference paper, Oral presentation with published abstract (Refereed)
Abstract [en]

There is a significant possibility of improving the load bearing capacities calculated according to the existing European Standards of spatial connections with thin walled steel nailing plates. Therefore, research has been called to improve this state of the art. The paper presents an experimental study on three versions of angle brackets where the results from full scale experiments are compared to different calculation procedures. 

Place, publisher, year, edition, pages
Prague: Czech Technical University in Prague , 2014. p. 35-38
Keywords [en]
metal work, angle bracket, timber structures, spatial timber joints, full scale experiments
National Category
Building Technologies
Identifiers
URN: urn:nbn:se:lnu:diva-73349ISBN: 9788001055229 (print)OAI: oai:DiVA.org:lnu-73349DiVA, id: diva2:1200334
Conference
Seminář doktorandů katedry ocelových a dřevěných konstrukcí 2014, Prague, Czech Republic, March 19, 2014
Available from: 2018-04-24 Created: 2018-04-24 Last updated: 2018-05-14Bibliographically approved

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fulltext(621 kB)2 downloads
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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