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[I-250] Analytical study of retrofit with splice plate using bearing type high-strengh bolt for fatigue crack at vertical stiffener and scallop of girder-sway bracing connections

*Hikaru Hokimoto¹, Kengo Anami², Toshio Takebuchi³, Yasushi Nagasaka⁴ (1. Shibaura Institute of Technology,Graduate School, 2. Shibaura Institute of Technology, 3. MK Engineering,inc., 4. KAWADA INDUSTRIES,INC.)

Keywords:

plate girder bridge,fatigue crack,girder-sway bracing connections,repair with splice plate,bearing type high-strengh bolt

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