CYCLIC ELASTO-PLASTIC FINITE DISPLACEMENT ANALYSIS OF PLATES WITH MODIFIED TWO-SURFACE MODEL
Author:
Affiliation:
1. JAPAN SOCIETY OF CIVIL ENGINEERS
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1995/525/1995_525_1/_pdf
Reference17 articles.
1. 1) Dafalias, Y. F. and Popov, E. P.: A Model of Nonlinear Hardening Materials for Complex Loading, Acta Mech., pp. 173-192, 1975.
2. 2) 田中良二, 水野英二, 沈赤, 宇佐美勉: 降伏棚を有する鋼材の繰り返し弾塑性モデル -二曲面塑性モデルの開発-, 構造工学論文集, vol. 37A, pp. 1-14, 1991年3月.
3. 3) Shen, C., Tanaka, Y., Mizuno, E. and Usami, T.: A Two-Surface Model for Steels with Yield Plateau, Structural Eng./Earthquake Eng., Proc. of JSCE, Vol. 8, No. 4 11(179s)-20(188s), Jan., 1992.
4. 4) Shen, C., Mizuno, E. and Usami, T.: Further Study on Two-Surface Model for Structural Steels under Uniaxial Cyclic Loading, Structural Eng./Earthquake Eng., Proc. of JSCE, Vol. 9, No. 4, 59-62, Jan., 1993.
5. 5) Shen, C., Mizuno, E. and Usami, T.: A Generalized Two-Surface Model for Structural Steel under Cyclic Loading, Structural Eng./Earthquake Eng., Proc. of JSCE, Vol. 10, No. 2, 23(59s)-33(69s), July, 1993.
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