Restrained Columnsby M. Ojalvo,
Serial Information: Journal of the Engineering Mechanics Division, 1960, Vol. 86, Issue 5, Pg. 1-12
Document Type: Journal Paper
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.
Subject Headings: Columns | Rotation | Moment (mechanics) | Linear functions | Bending (structural) | Failure analysis | Structural failures | Load bearing capacity
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