Change search
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
Parametrisk studie av vippningsavstyvande stålbalksbjälklag utförda med I-profiler
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Structural Design and Bridges.
2009 (Swedish)Independent thesis Advanced level (degree of Master (Two Years)), 20 credits / 30 HE creditsStudent thesis
Place, publisher, year, edition, pages
2009.
Series
Trita-BKN-Examensarbete, ISSN 1103-4297 ; 284
Identifiers
URN: urn:nbn:se:kth:diva-36951ISRN: KTH/BKN/EX--284--SEOAI: oai:DiVA.org:kth-36951DiVA: diva2:431657
Uppsok
Technology
Supervisors
Examiners
Available from: 2011-08-17 Created: 2011-07-21 Last updated: 2011-08-17Bibliographically approved

Open Access in DiVA

Aziz_exjobb(2772 kB)448 downloads
File information
File name FULLTEXT01.pdfFile size 2772 kBChecksum SHA-512
6cd95470ca7da56361a7e8dec82c8244cce85e8c65f45f9ca9732888b15ab575e214903a59ec66ced3bfcf6066dd2835d1de2a101e80438b53eae60f96efae72
Type fulltextMimetype application/pdf

By organisation
Structural Design and Bridges

Search outside of DiVA

GoogleGoogle Scholar
Total: 448 downloads
The number of downloads is the sum of all downloads of full texts. It may include eg previous versions that are now no longer available

urn-nbn

Altmetric score

urn-nbn
Total: 95 hits
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