Rotation capacity of I-beams under cyclic loading with different kinematic/isotropic hardening characteristics

Author:

Suzuki Atsushi,Kimura Yoshihiro

Funder

Japan Society for the Promotion of Science

Publisher

Elsevier BV

Reference49 articles.

1. Recommended Provisions for Seismic Damping Systems Applied to Steel Structures;Architectural Institute of Japan,2014

2. Rotation capacity of H-section members as determined by local buckling;Kato;J. Constr. Steel Res.,1989

3. Evaluation of plastic deformation capacity of H-shaped steel beams with newly proposed limitation value of plate slenderness;Ikarashi;J. Struct. Construct. Eng. (Trans. AIJ),2011

4. Prediction of available rotation capacity and ductility of wide-flange beams: Part 1: DUCTROT-M computer program;Gioncu;J. Constr. Steel Res.,2012

5. Prediction of available rotation capacity and ductility of wide-flange beams: Part 2: applications;Anastasiadis;J. Constr. Steel Res.,2012

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