ANALYTICAL STUDY ON STRENGTH OF H-SHAPED SECTION COLUMNS USING HIGH PERFORMANCE STEELS WITH DIFFERENT BOUNDARY CONDITIONS

1:30 PM - 1:40 PM

[I-212] ANALYTICAL STUDY ON STRENGTH OF H-SHAPED SECTION COLUMNS USING HIGH PERFORMANCE STEELS WITH DIFFERENT BOUNDARY CONDITIONS

*Kenya Kobayashi¹, Moriaki Suzuki¹, Yoshiyuki Shimaguchi¹, Satoru Munemoto¹, Kaho Kawaguchi² (1. Aichi Institute of Technology, 2. Yokogawa Bridge)

Keywords:high performance steel, buckling, limit state 3, finite element method, boundary condition, seismic design

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