ANALYTICAL METHOD FOR ELASTO-PLASTIC BEHAVIOR OF TRUSS GIRDER BASED ON THE THEORY OF PLASTICITY

Author:

MOTOYUI Shojiro1,OHTSUKA Takahiro2

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

Cited by 4 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. NUMERICAL METHOD FOR ELASTOPLASTIC POST-BUCKLING BEHAVIOR OF A COMPRESSION MEMBER WITH AXIAL FORCE GRADIENT;Journal of Structural and Construction Engineering (Transactions of AIJ);2007

2. GENERALIZED PLASTIC HINGE MODEL INVOLVING PARTIALLY-PLASTIC STATES AND HARDENING;Journal of Structural and Construction Engineering (Transactions of AIJ);2006

3. A STUDY ON ELASTO-PLASTIC BEAM ELEMENT CONSIDERED PLASTIC HARDENING AND PLASTIC REGION SIZE : In case of monotonic loading;Journal of Structural and Construction Engineering (Transactions of AIJ);2003

4. A STUDY ON ELASTO-PLASTIC BEAM ELEMENT CONSIDERED PLASTIC HARDENING AND PLASTIC REGION SIZE : Under cyclic loading;Journal of Structural and Construction Engineering (Transactions of AIJ);2003

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