This study is the compared seismic performance that are difference between the performance of structures on various site classes and beam-column connection. this analysis model was designed the previous earthquake load. To compare the performance levels of the structure was subjected to nonlinear static and nonlinear dynamic analysis. Nonlinear analysis was used to The Perform 3D program. Nonlinear static analysis was compared with the performance point and Nonlinear dynamic analysis was compared the drift ratio(%). Analysis results, the soft site class of the displacement was more increase than rock site classes of the displacement. Also The smaller the displacement was increased beam-column connection stiffness.

1. 서 론
2. 내진성능평가
3. 내진성능평가 해석모델
4. 해석결과 및 분석
5. 결 론
/ 연구의 한계 /
/ 감사의 글 /
/ REFERENCES /

• 김수정(경기대학교 건축공학과 석사) | Kim, Soo Jung
• 최병정(경기대학교 건축공학과 교수) | Choi, Byong Jeong Corresponding author
• 박호영(경기대학교 건축공학과 박사) | Park, Ho Young
• 이진우(Structural Division, KHNP, S. Korea) | Lee, Jinwoo