The analytical modeling of L-shaped shear walls has been presented in part I: Theoretical Model. The results of an experimental program concemed with the response of reinforced concrete L-shaped shear walls with the analysis obtained from the proposed model are presented in this paper. Also, some considerations and remarks are proposed for the computation procedure of the model. In this paper, simple and effective hysteretic models are proposed to simulate the unloading and reloading behavior of axial force-plastic deformations. It has been confirmed that the model is capable of simulating the most important aspects of the reversal loading behavior.
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
aijt543_129_2001.pdf
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