Abstract
The paper evaluates the accuracy of several methods for computing the effective length (K) factor of unbraced moment-resisting frames with a K factor of less than one.
Cite
CITATION STYLE
APA
Hajjar, J. F., & White, D. W. (1994). Accuracy of column stability calculations in unbraced frames and the influence of columns with effective length factors less than one. Engineering Journal, 31(3), 81–97. https://doi.org/10.62913/engj.v31i3.629
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