Tension and Compression Stability and Second-Order Analyses of Three-Dimensional Multicolumn Systems: Effects of Shear Deformations
Author:
Affiliation:
1. 125-Year Generation Professor, National Univ., School of Mines, A. A. 75267, Medellín, Colombia.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282007%29133%3A1%28106%29
Reference10 articles.
1. Classic Buckling of Three-Dimensional Multicolumn Systems under Gravity Loads
2. Elastic Stability and Second-Order Analysis of Three-Dimensional Frames: Effects of Column Orientation
3. Column Stability and Minimum Lateral Bracing: Effects of Shear Deformations
4. Discussion of “Tension Buckling in Multilayer Elastomeric Bearings” by James M. Kelly
5. Feodosyev V. I. (1977). “Selected problems and questions in strength of materials.” Mir Moscow.
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