Presentation Information
[I-302]Influence of Welding Sequence of Diagonal Members on Stress State of a Fully Welded Arch Bridge during Construction
*Phone Myat Kyaw1, Mikihito Hirohata1, Feng Jiang1, Jiahao Mao1, Shuuji Aihara2, Mamoru Fukumoto2, Hiromu Oda2 (1. The University of Osaka, 2. West Japan Railway Company)
Keywords:
Arch Bridge,Diagonal Member,On-site Welding,Finite Element Analysis (FEA),Weld Shrinkage
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