波纹钢板剪力墙抗剪承载力研究

orrugated plate shear wall, as a new kind of lateral load resisting system, has broad space for development. Based on the theoretical analysis research, elastic buckling behavior of corrugated plate shear walls subject to pure shear load is studied. By the use of finite element numerical analysis, influences of geometric parameters on the elastic shear buckling critical stress of corrugated plated shear walls are researched, including sinusoidal amplitude, wavelength, thickness, width and height. Grasping the main factors and their influence rules, a reasonable elastic shear buckling stress formula is proposed through theoretical speculation and error analysis of fitting formula. On the basis of elastic shear buckling analysis, considering geometric and material nonlinearity, elastic-plastic shear buckling stress of corrugated plate shear walls is also researched.Finally, a design formula for predicting stability of corrugated plate shear wall subject to pure shear is proposed.