Study on Hysteretic Performance of Orthogonal-Installed Double Steel Corrugated Plate Wall

In this paper, a set of new orthogonal-installed double steel corrugated plate wall structure is designed based on the stress characteristics of steel corrugated plate and stiffened steel plate. The finite element software ABAQUS was used for numerical simulation to study the effects of 30°, 45° and 90° on the hysteretic performance. The results show that the initial lateral stiffness of the specimens is higher than that of the other two groups when the bending Angle is 30°. When the bending Angle is 45°, the resistance of the specimen to out-of-plane buckling is strong, and its energy dissipation capacity is higher than that of the other two groups. When the bending Angle is 90°, the specimen can still be carried with a symmetrical and complete “X”-shaped tension band after yielding. After the specimen reaches the peak load, the load value drops slowly, which is conducive to the stability of the bearing capacity of the specimen in the later period.