The concrete frames are deteriorated by the corrosion of reinforcement bars. To consider the corrosion effect on the seismic performance of concrete frames, the probabilistic approach method such as the Monte Carlo simulation (MCS) is utilized. However, MCS has a weakness that a lot of computation time is required. In this study, the evaluation method for the seismic performance of chloride-corroded reinforced concrete moment frames using multi-cores is presented to reduce the computation time.

• 최세운(대구가톨릭대학교 조교수, 공학박사) | Choi, Se Woon 교신저자