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Berechnung der Knicklänge von Stahlbeton-Stockwerkrahmen

Author(s):
Medium: journal article
Language(s): German
Published in: Beton- und Stahlbetonbau, , n. 7, v. 66
Page(s): 180-182
Abstract:

Vorstellung eines Verfahrens zur Ermittlung der Knicklänge von Stielen in mehrstöckigen verschieblichen Rahmenkonstruktionen.

Keywords:
stability buckling
Available from: Refer to publisher
Structurae cannot make the full text of this publication available at this time.
  • About this
    data sheet
  • Reference-ID
    10043268
  • Published on:
    23/01/2009
  • Last updated on:
    15/08/2014
 
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