http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
Effective length and notional load approaches for assessing frame stability
Technical Committee on Load and Resistance Factor Design.
by the Task Committee on Effective Length of the Technical Committee on Load and Resistance Factor Design of the Technical Division of the Structural Engineering Institute of the American Society of Civil Engineers.
Includes bibliographical references and index.