To investigate the anti-seismic performance and its affecting factors of new type 3D-wall,the failure process,bearing capacity,load-displacement hysteretic curve and load-strain curve of specimens were obtained by the quasi-static test of three new type 3D-walls.The carrying capacity,formability and energy dissipation capacity of the wall were analyzed.Experiment results indicated that new type 3D-wall is of good ductility and energy dissipation capacity. Depth-width ratio and structural measure in the end of the wall are the major influence factors on the anti-seismic performance of the walls.The flexural failure is more likely to observe in the wall with large aspect ratios,which increases the ductility and energy dissipation capacity of structure.Structural measure in the end of the wall can effectively increase stiffness,carrying capacity,ductility and energy dissipation capacity of the wall,but it has a positive effect for delaying the appearance of cracks.
