@article{oai:nagasaki-u.repo.nii.ac.jp:00021140,
 author = {松田, 浩 and 三浦, 昌弘 and 崎山, 毅 and 森田, 千尋},
 issue = {49},
 journal = {長崎大学工学部研究報告},
 month = {Jul},
 note = {An arch structure can reduce the maximum bending momemt and the applications of a prestressing technique to the steel structure make it possible to increase the load-carrying capacity as well as to enlarge the elastic region. Furthermore, the ultimate strength of concrete-filled rectangular steel tubes is higher than the summation of each of steel and concrete ultimate strength under composite action of axial compressive forces and bending moments. In this report, the structural characteristics of the concrete-filled tied arch are investigated., 長崎大学工学部研究報告 Vol.27(49) p. 241-246, 1997},
 pages = {241--246},
 title = {プレストレスを導入した鋼・コンクリート合成タイドアーチの構造特性},
 volume = {27},
 year = {1997}
}