Abstract
In order to investigate the bond strength of reinforced steel and concrete of a reinforced concrete building, which is constructed in a continuously vibrating environment, we implemented room tests by way of changing vibrating times, directions and methods.
Based on these results, we studied how the bond strength might be impacted when changing vibration frequency and ac celeration, and we identified the level of vibration by lowering the bond strength.
In addition, as an in-situ test, we executed a pull-out test of the reinforced steel using a model wall at an internal combustion power station which is scheduled to undergo additional construction.
