A NON-ITERATIVE NONLINEAR ANALYSIS SCHEME OF FRAMES WITH THIN-WALLED ELASTIC MEMBERS
Author:
Affiliation:
1. JSCE
2. Division of Structural Engineering and Construction, Asian Institute of Technology
3. Univ. of Tokyo
4. Kawasaki Heavy Industries, Ltd.
5. Department of Civil Engineering, University of Tokyo
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1987/380/1987_380_45/_pdf
Reference13 articles.
1. 1) Timoshenko, S. P. and Gere, J. M.: THEORY OF ELASTIC STABILITY, 2nd Ed., McGraw-Hill, 1961.
2. 2) Zamost, G. and Jonhston, R.: Post Lateral Buckling Behaviour of Beams, Journal of the Engineering Mechanics Division, ASCE, Vol. 97, No. EM4, pp. 1133-1143, August 1971.
3. 3) Masur, E. F.: Buckling, Post-Buckling and Limit Analysis of Completely Symmetric Elastic Structures, International Journal of Solids and Structures, Vol. 6, pp. 587-604, 1970.
4. 4) Barsoum, R. S. and Gallagher, R. H.: Finite Eliment Analysis of Torsional and Torsional-Flexural Stability Problems, Inrernational Journal for Numerical Methods in Engineering, Vol. 2, pp. 335-352, 1970.
5. 5) Bazant, Z. P. and El Nimeiri, M.: Large-Deformation Spatial Bucking of Thin-walled Beams and Frames, Journal of the Engineering Mechanics Division, ASCE, Vol. 99, No. EM6, pp. 1259-1281, December 1972.
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