In this study, performance based seismic design was performed on the shear wall structural system and the beam-column system as a variable general rebar and seismic rebar, and comparing the capacity of the two models of each system. From nonlinear analyses, the capacity of the shear wall structural system applying seismic rebar has shown a stable behavior after the maximum strength, but there is little difference. Furthermore, both models showed similar capacity between story drift and story shear force and capacity of members. These results are attributed to the fact that the seismic rebar, which is highly ductile under the seismic load applied to the target structure, does not render sufficient capacity.

Abstract
 1. 서론
 2. 기존연구 분석
 3. 연구내용
 4. 비선형 모델의 수립
 5. 비선형 정적해석 결과
  5.1 모델1_내력벽시스템
  5.2 모델2_보-기둥시스템
 6. 비선형 동적해석 결과
  6.1 모델1_내력벽시스템
  6.2 모델2_보-기둥시스템
 7. 결론
 감사의 글
 References

• 조민주(㈜아이스트 부사장, 공학박사, Structure Engineering Group, I'ST Corpora) | Jo, Min-Joo
• 유성용(㈜아이스트 차장, Structure Engineering Group, I'ST Corporation) | Yu, Seong-Yong
• 강지연(서울주택도시공사 SH도시연구원 책임연구원, 공학박사, SH Urban Research Center, Seoul Housing & Communities Corporation) | Kang, Ji-Yeon
• 김형근(서울주택도시공사 SH도시연구원 연구위원, 공학박사, SH Urban Research Center, Seoul Housing & Communities Corporation) | Kim, Hyung-Geun 교신저자