Nonlinear frame analysis by the pseudo load method

Author:

Lui E.M.,Cheng-Yin Zhang

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference15 articles.

1. Matrix formulation of structural stability problems;Hartz;J. struct. Div., ASCE,1965

2. Stability analysis of frameworks by matrix methods;Halldorsson;J. struct. Div., ASCE,1968

3. Tangent stiffness in plane frames;Oran;J. struct. Div., ASCE,1973

4. Stability Functions for Structural Frameworks;Livesley,1956

5. Structural Stability-Theory and Implementation;Chen,1987

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1. Analysis and design for stability in the U.S. - An overview;Steel and Composite Structures;2005-04-25

2. Structural Fundamentals;Handbook of Structural Engineering, Second Edition;2005-02-28

3. A kinematically exact finite element formulation of planar elastic-plastic frames;Computer Methods in Applied Mechanics and Engineering;1997-05

4. A Simplified Plastic Zone Method for Frame Analysis;Computer-Aided Civil and Infrastructure Engineering;1995-01

5. Beam-column method for frames under distributed loads;Computers & Structures;1993-01

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