橋梁の耐震①

10:10 AM - 10:20 AM JST(1:10 AM - 1:20 AM UTC)

[CS10-77] Fundamental study on the effect of UD component of earthquake motion on damage to the main structure of Nielsen lohse bridge

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

Keywords:

Nielsen lohse bridge,ground deformation,FEM,seismic response analysis