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Druckbeanspruchte Fachwerkstäbe mit exzentrischen Knotenblechanschlüssen - Teil 2

Author(s):

Medium: journal article
Language(s): German
Published in: Stahlbau, , n. 10, v. 81
Page(s): 766-779
DOI: 10.1002/stab.201201602
Abstract:

Trussed compression members with excentric junction plates.

After a serious accident at a construction site, which cause was attributed to a trussed compression member jointed with excentric junction plates, questions occurred, concerning a sufficient design for stability considering effects related to the joint. Those effects include consequences due to a loss of stiffness and excentricity of junction plates, estimated imperfections and the decisive buckling mode. The following article deals with basic thoughts about the topic and gives advices and suggestions for a practical design.

Keywords:
imperfection stability analysis stability design check stiffness accident construction site design for stability buckling modes
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.201201602.
  • About this
    data sheet
  • Reference-ID
    10067625
  • Published on:
    29/03/2013
  • Last updated on:
    13/08/2014
 
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