Steel column base classification

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.

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Veröffentlicht in:Heron 2008-01, Vol.53 (1-2), p.69-86
Hauptverfasser: Jaspart, Jean-Pierre, Wald, Frantisek, Weynand, Klaus, Gresnigt, Nol
Format: Artikel
Sprache:eng
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Zusammenfassung: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.
ISSN:0046-7316