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Momenten-Krümmungs-Beziehungen und Steifigkeitswerte für Kreisringquerschnitte aus Stahlbeton

Author(s):
Medium: journal article
Language(s): German
Published in: Beton- und Stahlbetonbau, , n. 5, v. 71
Page(s): 123-130
DOI: 10.1002/best.197600260
Abstract:

Es werden Tabellen entwickelt, welche den für den Nachweis der Tragfähigkeit schlanker Bauteile aus Stahlbeton mit kreisringförmigem Querschnitt (Stützen, Türme, Kamine) erforderlichen Rechengrössen liefern.

Keywords:
stability dimensioninig second order theory
Available from: Refer to publisher
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/best.197600260.
  • About this
    data sheet
  • Reference-ID
    10043183
  • Published on:
    23/01/2009
  • Last updated on:
    28/11/2018
 
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