ANALYTICAL METHOD FOR ELASTO-PLASTIC BEHAVIOR OF TRUSS GIRDER BASED ON THE THEORY OF PLASTICITY
Author:
Affiliation:
1. Dept. of Built Environment, Interdisciplinary Graduate School, Tokyo Institute of Technology
2. Dept, of Built Environment, Interdisciplinary Graduate School, Tokyo Institute of Technology
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/65/538/65_KJ00004101975/_pdf
Reference5 articles.
1. 4) KOITER W. T. Stress-Strain Relations, Uniqueness and Variatoinal Theorems for Elastic-Plastic Materials with a Singular Yield Surface. Quart. Appl. Math. (1953) vol.11, no.3, p.350-354.
2. 5) MCGUIRE W. Spread of plasticity : Quasi-Plastic-Hinge Approach. ASCE, Journal of Structural Eng. (1984) vol.120, no.8, p.2451-2473.
3. 6) SIMO J. C. Non-Smooth Multisuarface Plasticity and Viscoplasticity. Loading/Unloading Conditions and Numerical Algorithms. Int. J. Numger.Methods Eng.. (1988) vol.26, p.2161-2185.
4. DYNAMIC BEHAVIOUR OF LOW-RISE SINGLE LAYERD DOMES SUBJECTED TO EARTHQUAKE MOTIONS
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