@article{oai:kitami-it.repo.nii.ac.jp:00007139,
 author = {大島, 俊之 and 三上, 修一 and 小倉, 裕介 and 内田, 裕丈 and 内堀, 康},
 month = {Aug},
 note = {When the strong earthquake occurs and a bridge suffers the longitudinal impact, a superstructure and abutments of a bridge will collide. There is a spatial gap between superstructure and wall of abutment and this gap may effect to accelerate collision speed between them. Then, in this paper, effect of shock-absorbing device to softening the collision is investigated in the cases of simple and continuous girder bridges. And the effect of stiffness of shock-absorbing device, laying-gap length and back-fill ground of a abutment to soften the collision response, is analyzed. Moreover, influence by laying-gap length and an abutments of back-fill ground when colliding was examined.},
 pages = {519--526},
 title = {橋梁端部周辺に着目した大地震時水平衝突応答解析},
 volume = {5},
 year = {2002}
}