This study is the sequel of a companion paper (I. Algorithm) for assessment of the seismic performance evaluation of structure using ground motions selected by the proposed algorithm. To evaluate the effect of the correlation structures of selected ground motions on the seismic responses of a structure, three sets of ground motions are selected with and without consideration of the correlation structure. Nonlinear response history analyses of a 20-story reinforced concrete frame are conducted using the three sets of ground motions. This study shows that the seismic responses of the frames vary according to ground motion selection and correlation structures.

1. 서 론
2. 지반운동 선정 알고리즘 평가
3. 다자유도 구조물의 지진 응답 평가
4. 결 론
/ 감사의 글 /
/ REFERENCES /

• 하성진(한양대학교 건축공학과) | Ha, Seong Jin
• 한상환(한양대학교 건축공학과) | Han, Sang Whan Corresponding Author