1/5 Scale Reinforced Concrete Bare Frame with Deficient Seismic Detailing, Frame 1

First frame was constructed without partition walls and deficient reinforcement detailing. Deficiency was controlled by inappropriate longitudinal/transverse reinforcement detailing and also by insufficient splice length for longitudinal column reinforcement. During the static test of first frame, first story inter-story drift ratio reached to 0.7%, 1.1%, 1.5%, 1.9% levels and at the end of each cyclic loading frame is excited with an impact hammer for the purpose of modal analysis.