@article{oai:miyazaki-u.repo.nii.ac.jp:00005474,
 author = {Motohashi, hideki and 本橋, 英樹 and Nonaka, Tetsuya and 野中, 哲也 and 馬越, 一也 and Nakamura, Masaki and 中村, 真貴 and Harada, Takanori and 原田, 隆典 and Motohashi, hideki and 本橋, 英樹 and Magoshi, Kazuya},
 journal = {構造工学論文集},
 month = {Mar},
 note = {This paper investigates the consequences of so called fling-step characteristics of near-field ground motions, which is originated by the permanent ground deformations due to a fault, on the damage of bridge caused by the 2016 Kumamoto earthquake （MJMA 7.3）. To simulate ground motions including permanent displacements, the stiffness matrix method is used and the fibre element method is adopted to compute the 3D nonlinear responses of a bridge. It is found from the study that recorded ground motions and the bridge damages can be fmely simulated.},
 pages = {339--352},
 title = {熊本地震の断層近傍における地震動と橋梁被害の再現解析},
 volume = {63A},
 year = {2017},
 yomi = {モトハシ, ヒデキ and ノナカ, テツヤ and マゴシ, カズヤ and ナカムラ, マサキ and ハラダ, タカノリ and モトハシ, ヒデキ}
}