A LINEARIZED TIMOSHENKO BEAM THEORY IN FINITE DISPLACEMENTS
Author:
Affiliation:
1. JSCE
2. Department of Civil Engineering, University of Tokyo
3. Department of Civil Engineering, Tohoku University
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1985/362/1985_362_75/_pdf
Reference8 articles.
1. 1) Timoshenko, S. P. and Gere, J. M.: Theory of Elastic Stability, 2nd ed., McGraw-Hill Kogakusha Ltd., Tokyo, 1961.
2. 2) Reissner, E.: On one-dimensional finite-strain beam theory: the plane problem, ZAMP, Vol. 23, pp. 795-804. 1972.
3. 3) Iwakuma, T. and Kuranishi, S.: How much contribution does the shear deformation have in a beam theory?, Proc. JSCE, Structural Eng. /Earthquake Eng., Vol. 1, No. 1, pp. 103s-113s, 1984.
4. 4) Reissner, E.: Some remarks on the problem of column buckling, Ingenieur-Archiv, Vol. 52, pp. 115-119, 1982.
5. 5) Ziegler, H.: Arguments for and against Engesser's buckling formulas, lngenieur-Archiv, Vol. 52, pp. 105-113, 1982.
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1. ANALYTICAL STUDY ON THE ULTIMATE DEFORMATION OF RC COLUMNS;Doboku Gakkai Ronbunshu;1990-08-20
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