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Plane frame consisting of row of columns having rigidly restrained bases, and tops elastically or rigidly jointed by rigid horizontal bars, is considered; increase in value of critical load caused by column tops joining is determined for case of one arbitrary column being stressed with axial load.
Plane frame consisting of row of columns having rigidly restrained bases, and tops elastically or rigidly jointed by rigid horizontal bars, is considered; increase in value of critical load caused by column tops joining is determined for case of one arbitrary column being stressed with axial load.
Determination of critical buckling load of row of columns
Zur Bestimmung der Knicklast einer Stuetzenreihe
Bauer, F. (author)
Bauingenieur ; 39
1964
4 pages
Article (Journal)
German
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