A TOTAL LAGRANGIAN NONLINEAR ANALYSIS OF ELASTIC TRUSSES
Author:
Affiliation:
1. JSCE
2. Civil Engineering University of Tokyo
3. Tehnological University of Nagaoka
4. Civil Engineering, Toyota Technical College
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1984/344/1984_344_39/_pdf
Reference19 articles.
1. 1) Connor, J. J., Logcher, R. D. and Chan, S-C.: Nonlinear analysis of elastic framed structures, Journal of Structural Division, ASCE, Vol. 94, No. ST6, Proc. Paper 6011, pp. 1525-1547, June 1968.
2. 2) Jagannathan, D. S., Epstein, H. I. and Christiano, P.: Nonlinear analysis of reticulated space trusses, Journal of Structural Division, ASCE, Vol. 101, No. ST12, Proc. Paper 11799, pp. 2641-2658, December 1975.
3. 3) Rajasekaran, S. and Murray, D. W.: Incremental finite element matrices, Journal of Structural Division, ASCE, Vol. 99, No. ST12, Proc. Paper 10226, pp. 2423-2438, December 1973.
4. 4) Oliveira, E. R. A.: A method of fictitious forces for the geometrically nonlinear analysis of structues, Computational Methods in Nonlinear Mechanics, The Texas Institute for Computational Mechanics, pp. 383-392, September 1971.
5. 5) Chu, K. H. and Rampetsreiter, R. H.: Large deflection buckling of space frames, Journal of Structural Division, ASCE. Vol. 98, No. ST12, Proc. Paper 9455, pp. 2701-2722, December 1972.
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