座屈・耐荷力（桁・柱 (1)）

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[I-218] Evaluation method for the ultimate bending strength of steel box girders considering the flange restraint effect of the web

*Miku Ikeda¹, Takashi Yamaguchi², Shintaro Arai³ (1. CTI Engineering Corporation, 2. Osaka Metropolitan University, 3. JFE Engineering Corporation)

Keywords:

steel box girder bridges,web panel,horizontal stiffener,bending buckling strength,flange restraint effect

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