Experimental Investigation of Reinforced Concrete Columns Retrofitted by Tick Hybrid Wing-Wall

摘要

The bond specimens performed a flexural behavior involvingtensile yielding of all longitudinal rebars in the exiting RCcolumn and, the accuracy of proposed equations was verifiedexperimentally. The experiment indicated that THW techniqueincreases shear strength greatly and the steel plate and PC barsunifies the existing RC column with additional wall properly.