@article{oai:muroran-it.repo.nii.ac.jp:00006027,
 author = {小島, 雅樹 and KOJIMA, Masaki and 荒井,  康幸 and ARAI, Yasuyuki and 溝口,  光男 and MIZOGUCHI, Mitsuo and 鈴木, 友訓 and SUZUKI, Tomonori},
 issue = {552},
 journal = {日本建築学会構造系論文集},
 month = {Feb},
 note = {application/pdf, Generally, L-shaped shear walls are used in the RC structures. Until now, there were not many studies on the analysis method considering non-planar shear wall sections, such as L, T, U, etc.. According to the research of authors, the behavior of L-shaped shear walls is completely different from that of the plane wall. Therefore, the analysis neglecting the continuity of an orthogonal wall is unsuitable. We proposed the elastic analysis method considering the interaction between two wall panels within the L-shaped shear wall. Its elastic analysis has been developed into the inelastic analysis method for independent L-shaped shear walls. In this paper, the numerical model for inelastic analysis of a three-dimensional frame including L-shaped shear walls is reconstructed based on this inelastic analysis method, and the constitutive equations is induced.},
 pages = {125--131},
 title = {一般骨組内に含まれる鉄筋コンクリートL形断面耐震壁の弾塑性部材モデル その1 構成方程式},
 year = {2002},
 yomi = {コジマ, マサキ and アライ, ヤスユキ and ミゾグチ, ミツオ}
}