@article{oai:nagoya.repo.nii.ac.jp:00006791,
 author = {葛西, 昭 and Kasai, Akira and 河村, 康文 and Kawamura, Yasufumi and 宇佐美, 勉 and Usami, Tsutomu},
 issue = {2},
 journal = {構造工学論文集},
 month = {Mar},
 note = {The present study is aimed at grasping the seismic response of steel bridges by considering soil-structure interaction. For this purpose, by using comprehensive hysteresis model for steel bridge piers developed at Nagoya University, four analytical models for estimating the influences of soil-structure interaction are prepared. Still, the soil part is modeled using the plane strain elements, and the physical parameters are calculated by equivalent linearization method. As a result, in case of ground type Ⅱ, the seismic responses of the steel bridge piers using the proposed model are larger those of analyses ignoring the effects of the soil, when the natural period of the steel bridge pier is close to the natural period of the soil which is calculated from the physical property by equivalent linearization method and the predominant period of earthquake motion.},
 pages = {745--756},
 title = {鋼製橋脚ー基礎ー地盤連成系の大地震時挙動},
 volume = {46A},
 year = {2000}
}