Presentation Information

[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.)

Keywords:

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