LATERAL RESISTANT SYSTEM OF SINGLE-STORY ROCKING SHEAR WALL STRUCTURE OBTAINED FROM LARGE-DEFORMATION STATIC LOADING TEST

Instead of the expensive, high-performance hardware employed in CLT panel construction methods, we propose a structure utilizing cost-effective residential hardware. This system is designed to ensure no damage under moderate seismic events while relying on restoring forces to prevent collapse during massive seismic events. single-story full-scale CLT building equipped with existing residential hardware was subjected to deformation exceeding 1/3 rad. The experimental results confirmed the addition of lateral resistance by hardware, a consistent negative slope of restoring forces, and collapse limit displacement of over 910mm. Furthermore, it was observed that rocking behavior caused the weight concentration on the CLT walls.