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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.71 No.4
- 발행연도
- 2019.1
- 수록면
- 341 - 350 (10page)
이용수
초록· 키워드
오류제보하기
Exterior beam-column joint is typically the weakest link in a limited-ductile reinforced concrete (RC) frame structure. The use of diagonal haunch element has been considered as a desirable seismic retrofit option for reducing the seismic demand at the joint. Previous research globally has focused on implementing double haunches, while the use of single haunch element as a less-invasive and more architecturally favorable retrofit option has not been investigated. In this paper, the key formulations and a design procedure for the single haunch system for retrofitting RC exterior beam-column joint are developed. An application of the proposed design procedure is then illustrated through a case study.
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참고문헌 (32)
참고문헌 신청
Junaid Akbar / 2018 / Seismic performance of RC frames retrofitted with haunch technique / Structural Engineering and Mechanics, An Int＇l Journal 67(1):1~8
Australian Building Codes Board / 2016 / National Construction Code of Australia – Class 2 and 9 Buildings – Volume One / ACT
Aycardi, L. E. / 1994 / Seismic resistance of reinforced concrete frame structures designed only for gravity loads / ACI Struct. J 91(5):552~563
Beres, A. / Experimental results of repaired and retrofitted beam-column joint tests in lightly reinforced concrete frame buildings, NCEER-92-0025
Attila Beres / 1996 / Implications of Experiments on the Seismic Behavior of Gravity Load Designed RC Beam-to-Column Connections / Earthquake Spectra 12(2):185~198
Australian Building Codes Board / 2016 / National Construction Code of Australia – Class 2 and 9 Buildings – Volume One / ACT
Aycardi, L. E. / 1994 / Seismic resistance of reinforced concrete frame structures designed only for gravity loads / ACI Struct. J 91(5):552~563
Beres, A. / Experimental results of repaired and retrofitted beam-column joint tests in lightly reinforced concrete frame buildings, NCEER-92-0025
Attila Beres / 1996 / Implications of Experiments on the Seismic Behavior of Gravity Load Designed RC Beam-to-Column Connections / Earthquake Spectra 12(2):185~198
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