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Analysis of restrained columns permitted to sway
Numerical method for analyzing restrained steel columns subjected to combined axial force, end moments, and horizontal shear is presented; columns are rotationally restrained at both ends and laterally restrained at upper end; relative translation of two ends (or sway) is permitted to occur; method can be used to analyze for both elastic and inelastic response of such columns provided that material properties are known; numerical examples are given to illustrate method.
Analysis of restrained columns permitted to sway
Numerical method for analyzing restrained steel columns subjected to combined axial force, end moments, and horizontal shear is presented; columns are rotationally restrained at both ends and laterally restrained at upper end; relative translation of two ends (or sway) is permitted to occur; method can be used to analyze for both elastic and inelastic response of such columns provided that material properties are known; numerical examples are given to illustrate method.
Analysis of restrained columns permitted to sway
ASCE -- Proc (J Structural Div)
Levi, V. (author) / Driscoll, Jr., G.C. (author) / Lu, L.W. (author)
1967
22 pages
Article (Journal)
English
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Semi-rigid design of partially restrained columns in non-sway steel frames
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