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논문 기본정보
응답 스펙트럼의 평균과 분산, 상관관계를 모두 고려한 지반운동 선정 방법 - II 지진 응답
논문 개요
| 기관명 | NDSL |
|---|---|
| 저널명 | 한국지진공학회논문집 = Journal of the earthquake engineering society of Korea |
| ISSN | 1226-525x, |
| ISBN |
논문저자 및 소속기관 정보
| 저자(한글) | 하성진,한상환 |
|---|---|
| 저자(영문) | |
| 소속기관 | |
| 소속기관(영문) | |
| 출판인 | |
| 간행물 번호 | |
| 발행연도 | 2016-01-01 |
| 초록 | 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. |
| 원문URL | http://click.ndsl.kr/servlet/OpenAPIDetailView?keyValue=03553784&target=NART&cn=JAKO201602150665511 |
| 첨부파일 |
추가정보
| 과학기술표준분류 | |
|---|---|
| ICT 기술분류 | |
| DDC 분류 | |
| 주제어 (키워드) | Seismic performance evaluation,Ground motions,Correlation,Response history analysis,Seismic response |