1/5 Scale Reinforced Concrete Bare Frame with Deficient Seismic Detailing, Frame 1
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https://www.designsafe-ci.org/data/browser/public/nees.public/NEES-2011-1040.groups/Experiment-1
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资源简介：
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.
提供机构：
Network for Earthquake Engineering Simulation (NEES)
创建时间：
2015-02-12
