A platform for research: civil engineering, architecture and urbanism
Torsional restraint of lateral buckling
Elastic solutions to six problems in lateral-torsional buckling of I-beams with torsional restraint are presented; loadings considered are equal moments at end, concentrated load at mid-span at shear center, and uniform load at shear center; two types of torsional restraint are considered -- point torsional restraint, and continuous torsional restraint; all solutions, with one exception, are obtained by numerical methods and results are presented in form of charts.
Torsional restraint of lateral buckling
Elastic solutions to six problems in lateral-torsional buckling of I-beams with torsional restraint are presented; loadings considered are equal moments at end, concentrated load at mid-span at shear center, and uniform load at shear center; two types of torsional restraint are considered -- point torsional restraint, and continuous torsional restraint; all solutions, with one exception, are obtained by numerical methods and results are presented in form of charts.
Torsional restraint of lateral buckling
ASCE -- Proc (J Structural Div)
Taylor, Jr., A.C. (author) / Ojalvo, M. (author)
1966
15 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Torsional Restraint against Elastic Lateral Buckling
British Library Online Contents | 1998
|TECHNICAL PAPERS - Torsional Restraint against Elastic lateral Buckling
Online Contents | 1998
|Influence of lateral restraint on lateral-torsional buckling of cold-formed steel purlins
Online Contents | 2005
|