橋梁の耐震①

10:00 AM - 10:10 AM JST(1:00 AM - 1:10 AM UTC)

[CS10-76] Fundamental study on the effect of direction of forced displacement due to ground deformation on damage to the main structure of Nielsen Lohse bridge

*Juri Otoyama¹, Kazuya Magoshi², Tomohiro Chida¹, Masatoshi Nakazawa¹, Shogo Matsukawa¹, Atsuya Takahashi¹ (1. Tohoku Gakuin University, 2. Earthquake Engineering Research Center Inc.)

Keywords:

Nielsen Lohse bridge,Displacement of reverse fault,FEM,Reverse fault,Cable tension