Presentation Information

11:50 AM - 12:00 PM JST(2:50 AM - 3:00 AM UTC)

[CS3-15]Consideration on Damage-Allowable Members Based on Functional Analysis in Seismic Strengthening of Steel High-Road Arch Bridges

*Hideyuki Koito¹, Satoshi Aramaki¹, Ryo Kinugawa¹ (1. CTI Engineering Co., Ltd.)

Limit state,Steel Arch Bridge,Functional analysis,Earthquake reinforcement

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