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Cyclic Behaviour of HPFRCC Coupling Beams with Diagonal Reinforcement
- Han, Sang Whan;
- Kim, Seung-bum
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SCOPUS
0초록
Coupled shear walls are efficient in resisting lateral forces induced by winds and earthquakes. However, it is difficult to construct coupled shear walls particularly because current design codes require complex reinforcing details within coupling beams. The objective of this study was to investigate the cyclic behaviour of HPFRCC (high performance fiber reinforced cement composites) diagonally reinforced concrete (DRC) slender coupling beams. For this purpose, HPFRCC and conventional reinforce concrete DRC coupling beams were made and tested. This experimental study shows that HPFRRCC DRC coupling produced better seismic behaviour than corresponding conventional DRC beams.
키워드
Construction; Seismic response; Shear flow; Shear walls; Coupled shear wall; Coupling beam; Cyclic behaviour; Design codes; High performance fiber reinforced cement composites; Lateral force; Seismic behaviour; Reinforced concrete
- 제목
- Cyclic Behaviour of HPFRCC Coupling Beams with Diagonal Reinforcement
- 저자
- Han, Sang Whan; Kim, Seung-bum
- 발행일
- 2018-02
- 유형
- Conference Paper
- 저널명
- IOP Conference Series : Materials Science and Engineering
- 권
- 371
- 호
- 1
- 페이지
- 1 ~ 6