Based on quasi-static tests of 3 reactive powder concrete shear walls,the failure mode,bearing capacity,hysteretic loops,and characteristic of energy dissipation of RPC shear wall were investigated.Using the finite element software OpenSees and multi-layer shell element,the nonlinear analysis was performed to simulate the complete loading and mechanical behavior.Experimental results were simulated.By combining the experimental research and the numerical simulation,the influence of axial load ratio on the ductility was studied,and the allowable axial load ratio of RPC shear wall was investigated aiming at the ductility factor not less than 3.
