Druckbeanspruchte Fachwerkstäbe mit exzentrischen Knotenblechanschlüssen - Teil 2
| Author(s): |
Horst Dietz
Markus Wörner |
|---|---|
| Medium: | journal article |
| Language(s): | German |
| Published in: | Stahlbau, October 2012, 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 |
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data sheet - Reference-ID
10067625 - Published on:
29/03/2013 - Last updated on:
13/08/2014
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