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Ten reinforced concrete columns strengthened by carbon fiber reinforced plastics (CFRP) were tested under bidirectional eccentric load to study the bearing capacity. In this study, eccentricity, amount and bonding mode of CFRP were analyzed. The results show that bearing capacity of reinforced concrete column strengthened by CFRP under bidirectional eccentric load increase from 5.7% to 45.7%, bearing...
In order to investigate the crack resistance capacity of steel reinforced ultra high strength concrete (SRUHSC) column to reinforced concrete (RC) beam joint under frequent earthquake load, six interior joint specimens were tested with various axial load ratio and volumetric stirrup ratio. A discussion on the crack resistance capacity was presented. Calculation method of crack resistance capacity...
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