Nonlinear Large Deflection-Small Strain Elastic Analysis of Beam-Column with Semirigid Connections
Author:
Affiliation:
1. 125-Year Generation Prof., School of Mines, Nat. Univ., A.A. 75267, Medellín, Colombia.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282001%29127%3A1%2892%29
Reference14 articles.
1. American Concrete Institute (ACI). ( 1999). “Building code requirements for structural concrete ” ACI 318-99 and Commentary ACI 318R-99 Detroit.
2. American Institute of Steel Construction (AISC). ( 1994). Manual of steel construction 2nd Ed. “Load and resistance factor design.” Chicago.
3. Braced, partially braced and unbraced columns: Complete set of classical stability equations
4. First- and Second-Order Stiffness Matrices and Load Vector of Beam-Columns with Semirigid Connections
5. Story Stability of Braced, Partially Braced, and Unbraced Frames: Classical Approach
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