Presentation Information
[I-89]Study on local stress properties of replacement orthotropic steel deck connected intermmittently to existing girder (No.2)
*Nobuhiko Hayashi1, Makoto Ishikawa1, Satoshi Maeda1, Motoshi Yamauchi1, Daisuke Uchida3, Minami Ariga2 (1. Japan Bridge Association, 2. Hosei University graduate school, 3. Hosei University)
Keywords:
Orthotropic Steel Deck,Local Stress,Slit,Bulb Rib,Principal Stress,Stress Range
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