@article{oai:nagoya.repo.nii.ac.jp:00006795,
 author = {中島, 大輔 and Nakajima, Daisuke and 宇佐美, 勉 and Usami, Tsutomu and 葛西, 昭 and Kasai, Akira and 金田一, 智章 and Kindaichi, Tomoaki},
 issue = {2},
 journal = {構造工学論文},
 month = {Mar},
 note = {In this study, elasto-plastic seismic response analyses of steel bridge piers with LRB seismic isolation bearings are carried out for comparison with pseudodynamic test results. The isolated steel bridge piers are modeled as 2-degree-of-freedom system in the analysis. The 2-parameter model is adopted to simulate the seismic behavior of the steel bridge pier; To represent hysteretic characteristics of the LRB isolation bearings, a kinematic hardening bilinear model is formulated based on the behavior test results. The final part of this paper is a discussion on the appropriateness of using the equivalent SDOF model for pseudodynamic tests of isolated steel bridge piers.},
 pages = {869--878},
 title = {免震鋼製橋脚のハイブリッド地震応答実験手法の妥当性に関する検討},
 volume = {46A},
 year = {2000}
}