@article{oai:fukuyama-u.repo.nii.ac.jp:00008141,
 author = {中澤, 淳 and 蒲原, 裕一 and 南, 宏一},
 journal = {福山大学工学部紀要},
 month = {Dec},
 note = {P(論文), In this paper, it examines the shear failure properties about of RC members with high strength concrete and shear reinforcement. Systematic tests which combined high strength shear reinforcement, super high strength concrete(σ wy=785 1275MPa) and concrete of various strength including high strength (Fc=21～100MPa) were carried out. Ultimate shear strength can not be estimated by the prcvious design code. Then, we proposed new evaluation method of applying Minami and Wakabayashi theory. Evaluation method of shear strength uses truss and arch mechanism, and the strength decrease coefficient is multiplied by the concrete and reinforcement strength. From the test results, it was shown that ultimate shear strength can be estimated to proposed new evaluation method.},
 pages = {131--140},
 title = {高強度材料を用いたRC部材の終局せん断耐力},
 volume = {27},
 year = {2003}
}