A REVISED SECOND-ORDER DISCRETIZATION OF THE 2-D ELASTIC BEAM ELEMENT
Author:
Affiliation:
1. JSCE
2. Dept. of Civil Engng., Hosei Univ.
3. School of Policy Science, Saitama Univ.
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1998/591/1998_591_41/_pdf
Reference11 articles.
1. 1) Saafan, S. A.: Nonlinear behavior of structural plane frames, J. Street. Div., ASCE, Vol. 89, No. ST4, pp. 557-579, Aug., 1963.
2. 2) Saafan, S. A.: closure to “Nonlinear behavior of structural plane frames,” J. Struct. Div., ASCE, Vol. 91, No. ST1, pp. 279-281, Feb., 1965.
3. 3) Hartz, B. J.: Matrix formulation of structural stability problems, J. Struct. Div., ASCE, Vol. 91, No. ST6, pp. 141-157, Dec., 1965.
4. 4) Connor, J. J., Logcher, R. D. and Chan, S. C.: Nonlinear analysis of elastic framed structures, J. Struct. Div., ASCE, Vol. 94, No. ST6, pp. 1525-1547, Jun., 1968.
5. 5) Mallet, R. H. and Marcal, P. V.: Finite element analysis of nonlinear structures, J. Struct. Div., ASCE, Vol. 94, No. ST9, pp. 2081-2105, Sep., 1968.
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