Displacement, Flexibility, and Mixed Beam–Column Finite Element Formulations for Distributed Plasticity Analysis
Author:
Affiliation:
1. Senior Developer, RAM International, 2744 Loker Ave. West, Carlsbad, CA 92010 (corresponding author).
2. Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332-0355.
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%282005%29131%3A12%281811%29
Reference21 articles.
1. Alemdar B. N. (2001). “Distributed plasticity analysis of steel building structural systems.” PhD thesis Georgia Institute of Technology Atlanta.
2. Finite element method — the natural approach
3. Exact Tangent Stiffness for Imperfect Beam-Column Members
4. On the development of a robust element for second-order `non-linear integrated design and analysis (nida)'
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