Elastic stability and buckling loads of three dimensional nonuniform framed systems by finite element method using spatial line elements
Author:
Publisher
Elsevier BV
Subject
Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering
Reference15 articles.
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2. Discrete element approach to structural instability;Gallagher;AIAA J.,1963
3. Stability of rigid frames with nonuniform members;Wang;J. Structural Div. ASCE,1967
4. Finite element elastic buckling analysis;Hicks;J. Structural Div. ASCE,1967
5. O. P. Halldorson and C. K. Wang, Stability analysis of frame works by matrix methods, J. Structural Div. ASCE 94(ST7).
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4. Analysis Procedure for Space Frames with Material and Geometrical Nonlinearities;Finite Element Methods for Nonlinear Problems;1986
5. Elastic stability and buckling loads of multi-span nonuniform beams, shafts and frames on rigid or elastic supports by finite element method using planar uniform line elements;Computers & Structures;1980-08
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