1887

oa Civil Engineering = Siviele Ingenieurswese - Design consequences of variation in the effective lengths of slender columns in unbraced reinforced concrete frames

 

Abstract

It was illustrated in a recent study that a variation in the effective-length value for columns in unbraced steel frames can be responsible for a considerable difference in the design of such columns. It was also shown that such variation in effective length can easily occur when comparing results of effective-length cherts with solutions obtained from a rigorous elastic buckling analysis of the entire framework.

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/content/civeng/24/5/AJA10212019_13753
1982-05-01
2016-12-07
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