Large Deformation of Inelastic Large Space Frame. I: Analysis
Author:
Affiliation:
1. Sr. Res. Engr., T.R.I., Hazama Corp., Karima 515-1, Tsukuba, 305-0822 Japan.
2. Prof., Dept. of Arch. and Civ. Engrg., Facu. of Engrg., Shinshu Univ., Wakasato 500, Nagano, 380-8553 Japan.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282000%29126%3A5%28580%29
Reference15 articles.
1. Large Deformation Analysis of Inelastic Space Truss Structures
2. Review of Progressive Failure Analyses for Truss Structures
3. Post‐Buckling Analysis of Steel Space Trusses
4. Hori A. and Sasagawa A. (1996). “A combined non-linear analytical method for a space frame using one dimensional finite element method.” J. Struct. and Constr. Engrg. Tokyo 490 139–147 (in Japanese).
5. Hori A. and Sasagawa A. (1997). “Combined non-linear analyses of a large space frame using one dimensional finite element method.” J. Struct. and Constr. Engrg. Tokyo 494 75–81 (in Japanese).
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