Stability of Laterally Restrained Columns
Stability of Laterally Restrained Columns
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Date
2014-01-15
Authors
Sakamoto, Normal
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Hamada, Harold
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Civil Engineering
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University of Hawaii at Manoa
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Abstract
The stability of a structural member is of continuing importance on modern construction. Because of this, the buckling of a bar or column due to axial loading has been experimentally studied and theoretically analyzed. Better approximation of the ultimate load capacity and deflected configuration of a column must be known by the engineer in order to prevent any possible collapse, elastic or inelastic, due to buckling.
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37 pages
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