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일방향 반복가력을 받는 HPFRCC로 보강한 비내진 기둥의 이력거동Cyclic Behavior of the HPFRCC Column With Short Lap Splices Under Unidirectional Loading
- Other Titles
- Cyclic Behavior of the HPFRCC Column With Short Lap Splices Under Unidirectional Loading
- Issue Date
- Nov-2022
- Publisher
- 한국지진공학회
- Keywords
- Older RC column; Seismic behavior; HPFRCC; Unidirectional loading; Short lap splices
- Citation
- 한국지진공학회논문집, v.26, no.6, pp.247 - 253
- Indexed
- KCI
- Journal Title
- 한국지진공학회논문집
- Volume
- 26
- Number
- 6
- Start Page
- 247
- End Page
- 253
- ISSN
- 1226-525X
- Abstract
- 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.
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Collections - 서울 공과대학 > 서울 건축공학부 > 1. Journal Articles
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Related Researcher
- Han, Sang Whan
- COLLEGE OF ENGINEERING (SCHOOL OF ARCHITECTURAL ENGINEERING)