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[V-157] Effect of the Number of Main Girders on the Post-Peak Behavior of Corroded RC Bridge Superstructures

*Mayu Ogushi¹, Mitsuyoshi Akiyama¹, Shizuya Sasaki¹, Shun Nakamura¹, Zhejun Xu¹ (1. Waseda University)

Keywords:

RC bridge superstructure,steel corrosion,redundancy,number of main girders,load-deflection relation,flexural crack