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Anwendung des gemischten Kraft- und Weggrößenverfahrens (M-theta-Verfahren) der Theorie II. Ordnung zur vollständigen Berechnung beliebiger biegesteifer Stahlstabwerke bis zur Traglast und plastischen Grenzlast.

Author(s):
Medium: journal article
Language(s): German
Published in: Stahlbau, , n. 5, v. 47
Page(s): 139-145
Keywords:
dimensioninig ultimate limit load
Available from: Refer to publisher
Structurae cannot make the full text of this publication available at this time.
  • About this
    data sheet
  • Reference-ID
    10040677
  • Published on:
    23/01/2009
  • Last updated on:
    09/12/2014
 
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