GENERALIZED PLASTIC HINGE MODEL INVOLVING PARTIALLY-PLASTIC STATES AND HARDENING
Author:
Affiliation:
1. Dept. of Built Environment, Interdisciplinary Graduate School, Tokyo Institute of Technology
2. Tokyo Institute of Technology
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/71/607/71_KJ00004393153/_pdf
Reference5 articles.
1. 2) CHEN W. F. LRFD steel design using advanced analysis. CRC Press. (1997)
2. 4) MCGUIRE W. Spread of plasticity : Quasi-Plastic-Hinge Approach. ASCE, Journal of Structural Eng. (1984) vol.120, no.8, p.2451-2473.
3. 5) HILMY S. I. Material and Geometric Nonlinear Dynamic Analysis of Steel Frames Using Computer Graphics. Compute & Structures. (1985) vol.21, no.4, p.825-840.
4. A STUDY ON ELASTO-PLASTIC BEAM ELEMENT CONSIDERED PLASTIC HARDENING AND PLASTIC REGION SIZE : In case of monotonic loading
5. ANALYTICAL METHOD FOR ELASTO-PLASTIC BEHAVIOR OF TRUSS GIRDER BASED ON THE THEORY OF PLASTICITY
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1. COLLAPSE ANALYSIS OF PLANE FRAMES USING PHENOMENOLOGICAL FIBER MODEL OF WIDE FLANGE STEEL COLUMNS;Journal of Structural and Construction Engineering (Transactions of AIJ);2019
2. FORMULATIONS FOR PLANE BEAM-COLUMN ELEMENT WITH GENERALIZED PLASTIC HINGES AT BOTH ENDS : Application of kinematic hardening rules to singular yield surfaces, revisited;Journal of Structural and Construction Engineering (Transactions of AIJ);2007
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