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Iterative Bestimmung der Knicklängen elastisch gehaltener Stützen nach der Deformationsmethode

Author(s):
Medium: journal article
Language(s): German
Published in: Bautechnik, , n. 10, v. 51
Page(s): 352-357, 386-390
Abstract:

Die Berechnung von mehrgeschossigen Stahlbetonstützen, die abschnittsweise horizontal nachgiebig gehalten sind.

Keywords:
buckling equivalent member method
Available from: Refer to publisher
Structurae cannot make the full text of this publication available at this time.
  • About this
    data sheet
  • Reference-ID
    10036914
  • Published on:
    23/01/2009
  • Last updated on:
    15/08/2014
 
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