@article{oai:miyazaki-u.repo.nii.ac.jp:00005475,
 author = {児玉, 喜秀 and Kodama, Yoshihide and Harada, Takanori and 原田, 隆典 and Nonaka, Tetsuya and 野中, 哲也 and Nakamura, Masaki and 中村, 真貴 and 宇佐美, 勉 and Usami, Tsutomu and 児玉, 喜秀 and Kodama, Yoshihide and 宇佐美, 勉 and Usami, Tsutomu},
 journal = {構造工学論文集},
 month = {Mar},
 note = {The three dimensional nonlinear earthquake response behavior of a steel arch bridge near the strike slip and thrust faults are investigated. And also, the effective seismic reinforcement methods for the steel arch bridge near the faults are proposed using the nonlinear earthquake response analys. ln these analyses, the input ground motions with permanent displacements due to the fault with the Japan Meteorological Agency Magnitude M6.5, subjected to each supports of the bridge, are simulated using the stiffness matrix method where the kinematical source model and the horizontalIy layered half space are assumed. The steel arch bridge is modeled as the three dimensional nonlinear frames using the Fiber Element Method.},
 pages = {436--447},
 title = {震源断層近傍における鋼アーチ橋の応答特性と耐震補強法},
 volume = {58A},
 year = {2012},
 yomi = {コダマ, ヨシヒデ and ハラダ, タカノリ and ノナカ, テツヤ and ナカムラ, マサキ and ウサミ, ツトム and コダマ, ヨシヒデ and ウサミ, ツトム}
}