@article{oai:muroran-it.repo.nii.ac.jp:00010566,
 author = {山下, 仁 and 越川, 武晃 and 和田, 俊良 and WADA, Toshinaga and 上田, 正生 and UEDA, Masaiki and 溝口,  光男 and MIZOGUCHI, Mitsuo and 小松, 憲一 and 井上, 圭一},
 issue = {27},
 journal = {日本建築学会技術報告集},
 month = {},
 note = {application/pdf, Experimental results of new precast concrete beam-column connections constructed by post-tensioning precast beams to precast columns using unbonded tendons are presented. The connections consist of precast beams which has steel cap at its ends and precast columns which has steel band at the connection region. The steel cap and steel band are used to reduce damage in the plastic hinge region of precast beams. Four test specimens were subjected to reversed cyclic loading and comparisons were made between the behavior of presented precast concrete specimens and conventional precast concrete specimen.},
 pages = {115--120},
 title = {スティールキャップを有するアンボンドPCaPC柱・梁圧清接合によるト型試験体の繰返し載荷実験(構造)},
 volume = {14},
 year = {2008},
 yomi = {ワダ, トシナガ and ウエダ, マサイキ and ミゾグチ, ミツオ}
}