Structural Calculation and Finite Element Analysis of Assembled Post-cast Vertical Joint Shear Walls
Aiming at the structural performance of assembled post-cast vertical joint shear wall,the article prepared four groups of shear wall specimens,conducted orthogonal tests on L-type and convex vertical joint forms,explored the performance under different axial compression ratios(0.2 and 0.3),computed to obtain the strength of the wall connected with the floor beams and the loading beams,and simulated the transformation of elasticity to elastic-plasticity state by applying the load action,respectively,and calculated and analyzed the stiffness and bearing capacity of the orthotropic and diagonal sections of shear wall under load action by using ANSYS finite element software.The stiffness and bearing capacity of the shear wall were calculated and analyzed by applying load,and the cracking behavior and peak load response under load were simulated and analyzed by using ANSYS finite element software,which provides technical support for the engineering practice of assembled post-cast vertical joint shear wall.
assembled buildingpost-cast vertical joint shear wallstructural calculationfinite element analysis
万方数据
维普
