Static Stability of Beam-Columns under Combined Conservative and Nonconservative End Forces: Effects of Semirigid Connections
Author:
Affiliation:
1. 125-Year Generation Professor, School of Mines, National Univ., A.A. 75267 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%282005%29131%3A5%28473%29
Reference13 articles.
1. K‐Factor for Columns in any Type of Construction: Nonparadoxical Approach
2. Braced, partially braced and unbraced columns: Complete set of classical stability equations
3. Story Stability of Braced, Partially Braced, and Unbraced Frames: Classical Approach
4. Elastic Stability of Beam-Columns with Flexural Connections under Various Conservative End Axial Forces
5. Nonlinear Large Deflection-Small Strain Elastic Analysis of Beam-Column with Semirigid Connections
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