@article{oai:muroran-it.repo.nii.ac.jp:00010569,
 author = {小坂, 英之 and KOSAKA, Hideyuki and 溝口,  光男 and MIZOGUCHI, Mitsuo and 荒井,  康幸 and ARAI, Yasuyuki},
 issue = {695},
 journal = {日本建築学会構造系論文集},
 month = {},
 note = {application/pdf, In this paper, a strength calculation method of RC cantilever wall panels without boundary columns and axial reinforcements is proposed. Stress of horizontal reinforcements that becomes large on a diagonal line of the wall panels and is 0 at the both ends is considered in a truss mechanism of the calculation method. Axial forces, reverse bending moments and constraint forces due to vertical reinforcements is considered in an arch mechanism. Loading tests of two-story RC wall panels were conducted to investigate compatibility of the calculation method. As a result, the calculated values were in good agreement with the experiments.},
 pages = {129--136},
 title = {鉄筋コンクリート連層壁板の強度算定法},
 volume = {79},
 year = {2014},
 yomi = {コサカ, ヒデユキ and ミゾグチ, ミツオ and アライ, ヤスユキ}
}