@article{oai:muroran-it.repo.nii.ac.jp:00009769,
 author = {小室,  雅人 and KOMURO, Masato and 栗橋,  祐介 and KURIHASHI, Yusuke and KISHI,  Norimitsu and 岸, 徳光},
 journal = {構造工学論文集. A, Journal of Structural Engineering. A},
 month = {Mar},
 note = {application/pdf, A multi-span Prestressed-Concrete hollow rigid-frame bridge has been constructed near Mt.Usu as a part of Central Hokkaido Expressway by Japan Highway Public Corporation, which is named as Izumi-no-sawa Bridge. The bridge suffered severe crustal-movements due to eruption of Mt.Usu occurred in March 2000. In this paper, in order to investigate the influence of the crustal-movements on the bridge, static force-displacement analysis is performed by means of 3D elastic finite element method taking geometrical nonlinearity into account. From this study, following results are obtained; 1) the big tensile stress develops in the bridge piers and girders due to crustal-movements: and 2) damaged area of each Reinforced Concrete pier can be estimated by this numerical analysis.},
 pages = {999--1010},
 title = {スパン長の異なるH形鋼梁の重錘落下衝撃実験},
 volume = {62},
 year = {2016},
 yomi = {コムロ, マサト and クリハシ, ユウスケ and キシ, ノリミツ}
}