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Method for determining carrying capacity of restrained columns of constant cross section; failure considered is due to bending about one of principal axes of cross section; application to columns with equal or unequal end eccentricities and for cases where restraining moments are not linear functions of end rotations of column; nomographs for columns with one end hinged and for columns with equal applied end moments and with equal rotational restraints at ends.
Method for determining carrying capacity of restrained columns of constant cross section; failure considered is due to bending about one of principal axes of cross section; application to columns with equal or unequal end eccentricities and for cases where restraining moments are not linear functions of end rotations of column; nomographs for columns with one end hinged and for columns with equal applied end moments and with equal rotational restraints at ends.
Restrained columns
ASCE Proc (J Structural Div)
Ojalvo, M. (author)
1960
11 pages
Article (Journal)
English
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