Presentation Information
[I-108]A Case Study on the Analysis of the Entire Bridge System Using a Fiber Model to Evaluate the Impact of Damage on a Three-Span Continuous Steel Cable-Stayed Bridge.
*Masahiro Hirano1, Hitoshi Yatsumoto1, Toshihiro Suzuki1, Kazuya Magoshi2, Masaki Nakamura2 (1. Hanshin Expressway Company Limited, 2. Earthquake Engineering Research Center Inc.)
Keywords:
Cable-Stayed Bridge,Pendel bearing,Fiber Model,Analysis of the Entire Bridge System