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Theorie II. und III. Ordnung - die großen Missverständnisse

Author(s):

Medium: journal article
Language(s): German
Published in: Stahlbau, , n. 10, v. 82
Page(s): 762-774
DOI: 10.1002/stab.201310097
Abstract:

Theory of 2nd and 3rd order in structural engineering - the big misunderstandings.

The application of the theory of elasticity of 2nd order for three-dimensional lattice framework structures is widely used in structural engineering and modern standards. Nevertheless there is neither a systematic classification of different variants of this theory and the corresponding software nor a verification of their performance. This article defines categories of 2nd and 3rd order. Examples are given to demonstrate the deficits and the errors for the structural design of the theory of 2nd order which can even be found in the most simple systems.

Keywords:
EC 3 DIN 18800 truss warping torsion shear deformation
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/stab.201310097.
  • About this
    data sheet
  • Reference-ID
    10069333
  • Published on:
    15/12/2013
  • Last updated on:
    13/08/2014
 
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