Journal of the Earthquake Engineering Society of Korea (한국지진공학회논문집)

Earthquake Engineering Society of Korea (한국지진공학회)
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Cyclic Behavior of the HPFRCC Column With Short Lap Splices Under Unidirectional Loading

일방향 반복가력을 받는 HPFRCC로 보강한 비내진 기둥의 이력거동

  • Kang, Ho Jae (Department of Architecture Engineering, Hanyang University) ;
  • Han, Sang Whan (Department of Architecture Engineering, Hanyang University)
  • 강호재 (한양대학교 건축공학과) ;
  • 한상환 (한양대학교 건축공학과)
  • Received : 2022.09.08
  • Accepted : 2022.10.18
  • Published : 2022.11.01
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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.

Keywords

Acknowledgement

본 논문은 한국연구재단의 지원(NRF-2017R1A2B3008937) 연구의 일환으로 수행되었음.

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