Authors proposed a numerical model for the inelastic analysis of three-dimensional frames including L-shaped shear walls in part 1: Constitutive equations. In the present paper, We made the hysteresis model of the slip spring which was one of the plastic elements considered in this numerical model newly, based on our experimental slip data of wall bottoms. Then, we compared the analytical results applying the numerical model to L-shaped shear walls with boundary beams with our experimental data. According to the comparison result, the analysis of the numerical model expresses the main characteristics of L-shaped shear walls sufficiently.
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2 モデルの検証
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