Presentation Information
[I-160]Stress Reduction effect for end stiffner
*Takuma Kushiya1, Yoshida Yoshinori1, Yusuke Kobayashi1, Kengo Anami2, Toshiro Takebuchi3, Yasushi Nagasaka4, Motoaki Suga5 (1. Railway Technical Reserch Institute, 2. Shibaura Institute of Technology, 3. Maintenance Knowledge Engineering, 4. KAWADA INDUSTRIES, 5. Shikoku Railway Company)
Keywords:
Steel railway bridge,end stiffner,gap,repair with splice plate
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