@article{oai:chuo-u.repo.nii.ac.jp:00001234,
 author = {川原, 睦人},
 journal = {中央大学理工学研究所論文集},
 month = {Mar},
 note = {application/pdf, In this report, frictional materials are put between a bridge girder and pier. This structural name is the bridge with frictional support. At big earthquakes like the Hansin-Awaji earthquake, this form of structure is using frictional sliding at point of support. Structure is prevented from concentration of stress at big earthquakes. Structure behaves as a rigid-frame bridge in case of small earthquakes. In this time, damping matrix applies Rayleigh’s damping. Temporal discretization used Newmark’s β method. External force is using real earthquakes wave that is Hanshin-Awaji earthquake., 【査読有】},
 pages = {55--64},
 title = {摩擦固定橋梁の固定方法に関する研究},
 volume = {11},
 year = {2006},
 yomi = {カワハラ, ムツト}
}