橋梁の耐震(4)／危機耐性(2)

[I-382] Research on seismic behavior of steel cable-stayed bridge damaged to the 2016 Kumamoto earthquake

〇Koki Aota¹, Shuichi Fujikura¹ (1.Utsunomiya University)

Keywords:Steel cable-stayed bridge, Kumamoto earthquake, Curved bridge, Inland earthquake, non-linear dynamic analysis