Presentation Information

12:00 PM - 12:10 PM JST(3:00 AM - 3:10 AM UTC)

[I-123]Considerations on the Causes of Damage to Pendulum Bearings in a Three-span Continuous Steel Cable-stayed Bridge

*Masahiro Hirano¹, Hiroki Sugiyama¹, Misa Kumazawa¹, Taisei Kiyama¹, Tomoaki Tsuji² (1. Hanshin Expressway Co., Ltd., 2. Kanadevia Corporation)

Cable-stayed bridge,Pendel bearing,Crack,Live load,Pin

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