상세 보기
일방향 반복가력을 받는 HPFRCC로 보강한 비내진 기둥의 이력거동
Cyclic Behavior of the HPFRCC Column With Short Lap Splices Under Unidirectional Loading
- 강호재;
- 한상환
Citations
SCOPUS
0초록
The columns of older reinforced concrete (RC) buildings generally have limited reinforcement details. Thus, they could be vulnerable to earthquake ground motions, leading to partial or complete building collapse. In this study, high-performance fiber-reinforced cementitious composite (HPFRCC) was applied to RC columns to improve their seismic behavior. Experimental tests were conducted with two full-sized specimens with limited reinforcement details, including short lap splices, while unidirectional loadings were applied to the specimens. The seismic behavior of RC columns was substantially improved by using HPFRCC.
키워드
Older RC column; Seismic behavior; HPFRCC; Unidirectional loading; Short lap splices
- 제목
- 일방향 반복가력을 받는 HPFRCC로 보강한 비내진 기둥의 이력거동
- 제목 (타언어)
- Cyclic Behavior of the HPFRCC Column With Short Lap Splices Under Unidirectional Loading
- 저자
- 강호재; 한상환
- 발행일
- 2022-11
- 저널명
- 한국지진공학회논문집
- 권
- 26
- 호
- 6
- 페이지
- 247 ~ 253