筋かい接合部の弾塑性特性を考慮した木造軸組平面架構の弾塑性解析モデル

概要

論文の詳細を見る
The analysis model for Japanese conventional wooden house with braces was proposed based on the behavior of joints. The behavior of joints, such as the load-displacement characteristics and hysteresis of beam-column joint and brace-frame joint, were defined by results of experiments. The hysteresis loop combining normal and slip model that has bi-linear skeleton curve was applied in each joint. The confidence of proposed model was confirmed by being compared with experimental results of shear walls. Good agreements between proposed model and experimental data were obtained as shown in this paper. Therefore the damages and input stress of elements such as column, beam and joint against external forces will be made clear using proposal model.
一般社団法人日本建築学会の論文
2001-03-20