대한건축학회논문집 (Journal of the Architectural Institute of Korea)

  • 제38권2호
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  • Pages.161-168
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  • 2022
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  • 2733-6239(pISSN)
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  • 2733-6247(eISSN)
대한건축학회 (Architectural Institute of Korea)
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이방향 반복가력을 받는 HPFRCC로 보강한 모서리 접합부의 내진거동 평가

Seismic Behavior of Corner Joints Reinforced with HPFRCC Subjected to Bidirectional Cyclic Loads

  • Han, Sang Whan (Department of Architectural Engineering, Hanyang University) ;
  • Lee, Sang-ho (Department of Architectural Engineering, Hanyang University)
  • 투고 : 2021.10.18
  • 심사 : 2022.02.15
  • 발행 : 2022.02.28
⟨ 이전 논문 다음 논문 ⟩

초록

This study aims to investigate the seismic behavior of bidirectionally loaded non-ductile beam-column corner joints with and without minimum joint transverse reinforcement. Four full-scale specimens were built and tested; test variables were applied a minimum joint transverse reinforcement and a high-performance fiber-reinforced cementitious composites (HPFRCC). The energy dissipation capacity and cyclic strength retention capacity were estimated for each test specimen. During testing, the longitudinal reinforcement yielding, and the joint shear strain were monitored. The results revealed that the application of HPFRCC is an effective means to improve the seismic behavior of non-ductile corner joints irrespective of the existence of minimum joint transverse reinforcement.

키워드

과제정보

이 연구는 2019년도 정부(국토교통부)의 재원으로 국토교통과학기술 진흥원 (21CTAP-C152179-03)과 한국연구재단 (NRF-2020R1A2C2010548) 의 지원으로 수행된 것임.

참고문헌

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