A DEGENERATE FORMULATION FOR LARGE DISPLACEMENT ANALYSIS OF THREE-DIMENSIONAL SOLID BEAMS
Author:
Affiliation:
1. JSCE
2. Dept. of Civil Eng., Kyushu Institute of Technology
3. School of Civil Eng., Kyushu Institute of Technology
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1998/598/1998_598_11/_pdf
Reference28 articles.
1. 1) Argyris, J. H.: An excursion into large rotations, Comput. Meths. Appl. Mech. Engrg., Vol. 32, pp. 85-155, 1982.
2. 2) Spring, K. W.: Euler parameters and the use of quaternion algebra in the manipulation of finite rotations: a review, Mechanism Machine Theory, Vol. 21, pp. 365-373, 1986.
3. 3) Oran, C.: Tangent stiffness in space frames, J. Struct. Div., ASCE, Vol. 99, pp. 987-1001, 1973.
4. 4) Maeda, Y. and Hayashi, M.: Finite displacement analysis of space framed structures, Proc. of JSCE, No. 253, pp. 13-27, 1976 (in Japanese).
5. 5) Bathe, K. J. and Bolourch, S.: Large displacement analysis of three-dimensional beam structures, Int. J. Num. Meths. Engrg., Vol. 14, pp. 961-986, 1979.
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