MANIPULATION OF EIGENVALUES OF A STIFFNESS MATRIX FOR AN ELASTO-PLASTIC ANALYSIS INCLUDING INSTABILITY
Author:
Affiliation:
1. Dept. of Architecture, Oyama College, National Institute of Technology
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/86/790/86_1607/_pdf
Reference17 articles.
1. 1) Hori, A. and Sasagawa, A.: A Combined Non-linear Analytical Method for a Space Frame using one Dimensional Finite Element Method, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 490, pp.139-147, 1996.12 (in Japanese) 堀昭夫, 笹川明: 試行的な剛性選択法を用いた 1 次元有限要素法による立体骨組の複合非線形解析法, 日本建築学会構造系論文集, 第490号, pp.139-147, 1996.12
2. 2) Hori, A. and Sasagawa, A.: Large Deformation of Inelastic Large Space Frame. I: Analysis, Journal of Structural Engineering, ASCE, Vol. 126, No. 5, pp.580-588, 2000.5
3. 3) Uetani, K., Nakamura T., Morisako, K. and Ishida, S.: A Method of Generating Consistent Stiffness Matrices for Incremental Analysis of Critical Behavior of Eelastic-plastic Structures, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 445, pp.67-78, 1993.3 (in Japanese) 上谷宏二, 中村恒善, 森迫清貴, 石田修三: 弾塑性構造物の臨界挙動解析のための整合剛性行列形成法, 日本建築学会構造系論文報告集, 第445号, pp.67-78, 1993.3
4. 4) Hori, A. and Sasagawa, A.: Combined Non-linear Analyses of a Large Space Frame using One-dimensional Finite Element Method, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 494, pp. 75-81, 1997.4 (in Japanese) 堀昭夫, 笹川明: 1 次元有限要素法による大規模立体骨組の複合非線形解析,日本建築学会構造系論文集, 第494号, pp.75-81, 1997.4
5. 5) Hori, A. and Sasagawa, A.: Large Deformation of Inelastic Large Space Frame. II: Application, Journal of Structural Engineering, ASCE, Vol. 126, No. 5, pp.589-595, 2000.5
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