Abstract
We proposed shear wall with shear panel for Light Gauge Steel Framed House, which has hysteresis damping mechanism. The shear panel makes an acute angle between flange and web. In this study, three different types of the shear panel were tested under static and cyclic shear loading. To the results, deformation capacity of proposed shear panel in the range of large deformation is superior to normal shear panel. And, it can evaluate characteristic of low cycle fatigue by Coffin-Manson rule.