First frame was constructed without partition walls and deficient reinforcement detailing. Deficiency was controlled by inappropriate longitudinal/transverse reinforcement detailing and also by insuff
The purpose of this experiment is to experimentally evaluate the seismic performance of a low-rise moment-frame building when inelastic structural behavior and inelastic rocking foundation behavior co
This data present the seismic performance and behavior of Unconnected Fiber Reinforced Elastomeric Isolators (U-FREI) devices as base isolator in Reinforced Concrete Thin Walls (RCTW) buildings using
Two walls with an opening (one each) were tested under static lateral loads. The specimens were proportioned to represent structural walls with elevations resembling the shape of upside-down trousers.
