The bundled lipped channel-concrete (BLC-C) composite wall is a new kind of double steel plate shear wall with the advantages of convenient construction and flexible arrangement. Experiments were carried out on five T-shaped steel tube bundle composite shear walls under cycle load to analyze their hysteretic curve and energy-dissipating capacity. The shear and lateral deformation property of the structure were analyzed, especially the strain at different heights of the shear wall. The finite element software ABAQUS was used to simulate the experiments, and the simulation result is good. It lays the foundation of parametric analysis and formula derivation. A series of researches show that T-shaped steel tube bundle composite shear wall has high bearing capacity and great seismic performance .