1887

oa Civil Engineering = Siviele Ingenieurswese - Calculation of effective length of columns in unbraced frames using the storey stiffness

 

Abstract

The results are reported of different effective-length computations used for the design of column members in rectangular unbraced steel frames.

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/content/civeng/24/4/AJA10212019_21330
1982-04-01
2016-12-06
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