電力設備・クレーンの耐震／地震

[CS10-99] Clarification of the 3D Dynamic Behaviors of the Ohkirihata Bridge Subjected to Long-Period Pulsive Ground Motions by the 2016 Kumamoto Earthquake

*Shogo Yamamoto¹, Gaku Shoji¹, Michio Ohsumi² (1. University of Tsukuba, 2. Public Works Research Institute)

Keywords:Kumamoto Earthquake, Ohkirihata Bridge, 3D FE Model