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Theoretical analysis for force in brace applied to mid-span at any height with respect to centroidal axis of steel I beam that is subject to uniform bending moment to full plasticity; theory assumes initial crookedness and initial twist, both of sine form, and it is shown that experimental results obtained from tests on model steel I beams tend to confirm predicted behavior.
Theoretical analysis for force in brace applied to mid-span at any height with respect to centroidal axis of steel I beam that is subject to uniform bending moment to full plasticity; theory assumes initial crookedness and initial twist, both of sine form, and it is shown that experimental results obtained from tests on model steel I beams tend to confirm predicted behavior.
Lateral bracing force of steel I beams
ASCE -- Proc (J Eng Mechanics Div)
Massey, C. (author)
1962
25 pages
Article (Journal)
English
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