[en] The influence of the rotational characteristics of the column bases on the structural frame response is discussed and specific design criteria for stiffness classification into semi-rigid and rigid joints are derived. The particular case of an industrial portal frame is then considered.
Disciplines :
Civil engineering
Author, co-author :
Jaspart, Jean-Pierre ; Université de Liège - ULiège > Département Argenco : Secteur MS2F > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon.
Wald, F.
Weynand, K.
Gresnigt, A. M.
Language :
English
Title :
Steel column base classification
Publication date :
2008
Journal title :
Heron
ISSN :
0046-7316
eISSN :
1574-4078
Publisher :
Technische Universitéit Delft/Delft University of Technology, Netherlands
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