@article{oai:ir.kagoshima-u.ac.jp:00004688,
 author = {徳広, 育夫 and TOKUHIRO, Ikuo and 三谷, 勲 and MITANI, Isao and 荒渡, 薫 and ARAWATARI, Kaoru and 山崎, 達司 and YAMASAKI, Tatsushi and 源川, 五月 and GENKAWA, Satsuki},
 journal = {鹿児島大学工学部研究報告, The research reports of the Faculty of Engineering, Kagoshima University},
 month = {Sep},
 note = {It is well known by past earthquake damage that the shear walls are considerably effective as the structural elements to resist earthquakes. In order to be effectively in use the shear walls for strong quakes, elasto-Plastic behaviors of the shear walls under cyclic loadings have to be held. Up to now, a large number of studies on reinforced concrete shear walls (named R.C. shear wall) have been
presented. But most of them are the studies on the reinforced concrete boundary frame shear walls. In Japan, almost 7 stories through 20 stories buildings are made of steel reinforced concrete (named S.R.C.). There are few of studies on shear walls with steel reinforced concrete shear walls. Actually, designs of shear walls in "Steel Reinforced Concrete Standard" of "Architectural Institute of Japan"
(A.I.J.) recommend to use "Reinforced Concrete Standard of A.I.J.". It has been showed that ductility and deformation characteristics after maximumn strength are affected to stiffness and ductility of the boundary frames. Accordingly, it is assumed that ductility and deformation chatacteristics of the walls with S.R.C. boundary frame are different from that of the walls with R.C. boundary frame. In
this paper, the following aspects are investigated in the R.C. and S.R.C. shear walls experiments.
i) Load-displacement hysteresis
ii) Crack patterns and crack propagation
iii) Mechanism of the failure
iv) Interaction between the in-filled panels and the boundary columns
v) Absorbed energy after cracking
vi) Ultimate shear force and moments etc.},
 pages = {83--115},
 title = {繰り返し荷重を受ける鉄筋コンクリート造耐震壁の弾塑性性状に関する実験的研究 : （その1） 周辺架構がRC造の場合とSRC造の場合との比較},
 volume = {22},
 year = {1980}
}