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Knicklängen symmetrischer und asymmetrischer verschieblicher Kehlbalkendächer

Author(s):
Medium: journal article
Language(s): German
Published in: Bautechnik, , n. 3, v. 60
Page(s): 97-100
Abstract:

Anhand von Versuchsauswertungen und dem analytischen Lösungsweg werden Knicklängenbeiwerte der Stabelemente von Kehlbalkendächern angegeben.

Keywords:
stability buckling wood construction structural mechanics
Available from: Refer to publisher
Structurae cannot make the full text of this publication available at this time.
  • About this
    data sheet
  • Reference-ID
    10036403
  • Published on:
    23/01/2009
  • Last updated on:
    15/08/2014
 
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