As the results of continual static and dynamic nonlinear analyses, it was found that the residual seismic capacity of RC partial frame was sharply diminished with the yielding of some reinforcements which correspond to the damage level of 2, but gradually diminished with expanding of damage over damage level of 3.

• 김경민(국립재난안전연구원) | Kim, Kyung-min 교신저자
• 임기환(국립재난안전연구원) | Lim, Kihwan
• 장성희(국립재난안전연구원) | Chang, Sunghee
• 김진선(국립재난안전연구원) | Kim, Jinseon
• 이정한(국립재난안전연구원) | Lee, Jung-han