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.
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
In previous studies, the strengthening effectiveness and feasibility of carbon fiber reinforced polymer (CFRP) were mainly evaluated through experimental research or numerical analysis. Although these
