Tangent Stiffness Equations for Laterally Distributed Loaded Members
Author:
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%281999%29125%3A5%28537%29
Reference6 articles.
1. Load‐Shortening Relationships for Bars
2. Livesley R. K. ( 1964). Matrix methods of structural analysis . Pergamon Tarrytown N.Y. 232–237.
3. Force Deformation Equations for Initially Curved Laterally Loaded Beam Columns
4. Tangent Stiffness in Space Frames
5. Saafan S. A. ( 1963). “Nonlinear behavior of structural plane frames.” J. Struct. Dyn. ASCE 89(4) 557–579.
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1. ELASTIC BUCKLING BEHAVIOR OF LATTICED STRUCTURES WITH MEMBERS SUBJECTED TO LATERALLY DISTRIBUTED LOAD;Journal of Structural and Construction Engineering (Transactions of AIJ);2000
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