@article{oai:nagasaki-u.repo.nii.ac.jp:00009425,
 author = {中村, 聖三 and 松本, 幸久 and 高橋, 和雄 and 熊野, 拓志 and 小島, 実},
 journal = {構造工学論文集},
 month = {Mar},
 note = {Composite slab bridges have been widely adopted and have growing needs for continuous bridges because of their low girder height. The supports of continuous composite slab bridges should have more complicated structures and require wider space, compared to those of simply supported bridges. Thus, it is difficult to place a bearing under each main girder, as in constructing a simply supported bridge, when it has relatively short intervals between girders. In this study, the possibility of reducing number of bearings is evaluated by a series of three-dimensional finite element analyses., 構造工学論文集, 56A, pp.999-1006; 2010},
 pages = {999--1006},
 title = {連続中空合成床版橋の支承削減に関する解析的検討},
 volume = {56A},
 year = {2010}
}