Large Deflection Stability of Slender Beam-Columns with Semirigid Connections: Elastica Approach
Author:
Affiliation:
1. 125-Year Generation Professor, School of Mines, National Univ., A. A. 57267, Medellin, 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%282004%29130%3A3%28274%29
Reference10 articles.
1. Nonlinear Large Deflection-Small Strain Elastic Analysis of Beam-Column with Semirigid Connections
2. Ashwell D. G. (1962). “Nonlinear problems.” Handbook of engineering mechanics W. Flagge ed. McGraw-Hill New York Chapter 45.
3. Bolotin V. V. (1964). Dynamic stability of elastic systems Holden-Day San Franscisco.
4. Feodosyev V. I. (1977). Selected problems and questions in strength of materials MIR Moscow.
5. A numerical technique for Elastica problems.;Huddleston J. V.;J. Eng. Mech. Div.,1968
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